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HomeMy WebLinkAbout04-23-18 Regular Meeting of the La Porte City Council LOUIS RIGBY DARYL LEONARD Mayor Councilmember District 3 JOHN ZEMANEK KRISTIN MARTIN Councilmember At Large A Mayor Pro-Tem DOTTIE KAMINSKI Councilmember District 4 Councilmember At Large B JAY MARTIN DANNY EARP Councilmember District 5 Councilmember District 1 NANCY OJEDA CHUCK ENGELKEN Councilmember District 6 Councilmember District 2 MINUTES OF THE REGULAR MEETING OF THE CITY COUNCIL OF THE CITY OF LA PORTE APRIL 9, 2018 The City Council of the City of La Porte met in a regular meeting on Monday, April 9, 2018, at the City Hall Council Chambers, 604 West Fairmont Parkway, La Porte, Texas, at 6:00 p.m. to consider the following items of business: 1. CALL TO ORDER Mayor Rigby called the meeting to order at 6:00 p.m. Members of Council present: Councilmembers Ojeda, J. Martin, K. Martin, Kaminski, Zemanek, Leonard, Engelken, and Earp. Also present were City Secretary Patrice Fogarty, City Manager Corby Alexander, Assistant City Manager Jason Weeks, and Assistant City Attorney Clark Askins. 2. INVOCATION The invocation was given by Assistant City Attorney, Clark Askins 3. PLEDGE OF ALLEGIANCE The Pledge of Allegiance was led by Councilmember Nancy Ojeda. 4. PRESENTATIONS, PROCLAMATIONS, and RECOGNITIONS (a) Proclamation Fair Housing Month in the City of La Porte Mayor Rigby Mayor Rigby presented a proclamation to Planning and Development Director Richard Mancilla for Fair Housing Month in the City of La Porte. (b) Proclamation National Public Safety Telecommunications Week Mayor Rigby Mayor Rigby presented a proclamation to Police Chief Ken Adcox and dispatchers for National Public Safety Telecommunications Week. (c) Proclamation National Animal Control Officers Week Mayor Rigby Mayor Rigby presented a proclamation for National Animal Control Officers Week to Animcal Control Supervisor Clarence Anderson and Police Chief Adcox. 5. PUBLIC COMMENTS (Limited to five minutes per person.) There were no public comments. 6. CONSENT AGENDA (All consent agenda items are considered routine by City Council and will be enacted by one motion. There will be no separate discussion of these items unless a Councilmember requests an item be removed and considered separately.) (a) Consider approval or other action regarding the minutes of the meeting held on March 26, 2018 P. Fogarty Page 1 of 5 April 9, 2018 Council Meeting Minutes (b) Consider approval or other action regarding an amended Ordinance consenting to petition for creation of Harris County MUD 561 and adoption of utility agreement between the City of La Porte and Beazer Homes Texas, L.P. C. Alexander (c) Consider approval or other action regarding a Resolution designating the City Manager as the authorized grant official for the child identification system and electric vehicle supporting the Neighborhood Storefront & Community Outreach Program, through the Criminal Justice Division, Office of the Governor, State of Texas K. Adcox Councilmembers Earp and Zemanek had questions regarding Items (b) and (c). Staff responded to the questions. Councilmember Earp made a motion to approve Consent Agenda Items (a) and (c) pursuant to staff recommendations. Councilmember Engelken seconded the motion. MOTION PASSED UNANIMOUSLY 9/0. Ayes: Mayor Rigby, Councilmembers Leonard, Engelken, Ojeda, Zemanek, Kaminski, Earp, J. Martin, and K. Martin Nays: None Absent: None Councilmember Earp made a motion to postpone Consent Agenda Item (b) until the April 23, 2018, meeting. Councilmember Zemanek seconded the motion. MOTION PASSED UNANIMOUSLY 9/0. Ayes: Mayor Rigby, Councilmembers Leonard, Engelken, Ojeda, Zemanek, Kaminski, Earp, J. Martin, and K. Martin Nays: None Absent: None 7. PUBLIC HEARING AND ASSOCIATED ORDINANCES (a) Public hearing to receive comments regarding recommendation by the Planning and Zoning Component of the Comprehensive Plan for a 20-acre tract of land located on the east side of SH 146 north of Wharton Weems Blvd., and legally described as Tract 1L, Abstract 35, J Hunter Survey- - Map Component of the Comprehensive Plan for a 20-acre tract of land located on the east side of SH 146 north of Wharton Weems -High Density - I. Clowes The public hearing opened at 6:26 p.m. Planning and Development Director Richard Mancilla presented a combined summary for Items 7(a) and 7(b). There being no public comments, the public hearing closed at 6:29 p.m. Councilmember J. Martin made a motion to accept the recommendation by the Planning and Zoning Commission. Councilmember Leonard seconded. MOTION PASSED UNAIMOUSLY 9/0. Ayes: Mayor Rigby, Councilmembers Leonard, Engelken, Ojeda, Zemanek, Kaminski, Earp, J. Martin, and K. Martin Nays: None Absent: None Page 2 of 5 April 9, 2018 Council Meeting Minutes Prior to council action, Assistant City Attorney Clark Askins read the caption of Ordinance 2018- 3700: AN ORDINANCE ADOPTING AN UPDATE TO THE FUTURE LAND USE MAP COMPONENT OF THE COMPREHENSIVE PLAN OF THE CITY OF LA PORTE, TEXAS UPON RECOMMENDATION OF THE PLANNING AND ZONING COMMISSION OF THE CITY OF LA PORTE, TEXAS; FINDING COMPLIANCE WITH THE OPEN MEETINGS LAW; AND PROVIDING AN EFFECTIVE DATE HEREOF. (b) Public hearing to receive comments regarding recommendation by the Planning and Zoning Commission to approve Special Conditional Use Permit #18-91000002 to allow for a multi-family apartment complex, to be located on a 20-acre tract of land described as Tract 1L, Abstract 35, J Hunter Survey in a PUD zone; consider approval or other action regarding an Ordinance amending the Code of Ordinances of the City of La Porte, Chapter 106 -9100000-02, to allow for the development of a multi-family apartment complex to be located on a 20-acre tract of land described as Tract 1L, Abstract 35, J Hunter Survey in a PUD zone I. Clowes The public hearing opened at 6:30 p.m. There being no public comments, the public hearing closed at 6:30 p.m. Councilmember J. Martin made a motion to recommendation to approve an Ordinance amending the Code of Ordinances of the City of -9100000-02, to allow for the development of a multi-family apartment complex to be located on a 20-acre tract of land described as Tract 1L, Abstract 35, J Hunter Survey in a PUD zone. Councilmember Leonard seconded. MOTION PASSED UNAIMOUSLY 9/0. Ayes: Mayor Rigby, Councilmembers Leonard, Engelken, Ojeda, Zemanek, Kaminski, Earp, J. Martin, and K. Martin Nays: None Absent: None Prior to council action, Assistant City Attorney Clark Askins read the caption of Ordinance 2018- 3701: AN ORDINANCE AMENDING THE CODE OF ORDINANCES OF THE CITY OF LA PORTE, CHAPTER 106, MORE COMMONLY REFERRED TO AS THE ZONING ORDINANCE OF THE CITY OF LA PORTE, BY GRANTING SPECIAL CONDITIONAL USE PERMIT NO. 18-91000002, TO ALLOW FOR THE DEVELOPMENT OF A MULTI-FAMILY APARTMENT COMPLEX IN A PLANNED UNIT DEVELOPMENT (PUD) ZONING DISTRICT, ON A 20-ACRE TRACT OF LAND AND BEING LEGALLY DESCRIBED AS TRACT 1L, ABSTRACT 35, J HUNTER SURVEY, LA PORTE HARRIS COUNTY, TEXAS; MAKING CERTAIN FINDINGS OF FACT RELATED TO THE SUBJECT; FINDING COMPLIANCE WITH THE OPEN MEETINGS LAW; AND PROVIDING AN EFFECTIVE DATE HEREOF. (c) Public hearing to receive comments regarding recommendation by the Planning and Zoning Commission Component of the Comprehensive Plan for a 19.17-acre tract of land located on the east side of SH 146 south of Baypoint Townhomes, and legally described as Tract 1, Abstract - - d Use Map Component of the Comprehensive Plan for a 19.17-acre tract of land located on the east side of SH 146 south of Baypoint Townhomes, and legally described as Tract 1, Abstract 35, J Hunter Survey, by changing --High Density I. Clowes The public hearing opened at 6:31 p.m. Page 3 of 5 April 9, 2018 Council Meeting Minutes Planning and Development Director Richard Mancilla presented a combined summary for Items 7(c) and 7(d). There being no public comments, the public hearing closed at 6:32 p.m. Councilmember J. Martin made a motion to accept the recommendation by the Planning and Zoning Commission. Councilmember Leonard seconded. MOTION PASSED UNAIMOUSLY 9/0. Ayes: Mayor Rigby, Councilmembers Leonard, Engelken, Ojeda, Zemanek, Kaminski, Earp, J. Martin, and K. Martin Nays: None Absent: None Prior to council action, Assistant City Attorney Clark Askins read the caption of Ordinance 2018- 3702: AN ORDINANCE ADOPTING AN UPDATE TO THE FUTURE LAND USE MAP COMPONENT OF THE COMPREHENSIVE PLAN OF THE CITY OF LA PORTE, TEXAS UPON RECOMMENDATION OF THE PLANNING AND ZONING COMMISSION ON THE CITY OF LA PORTE, TEXAS; FINDING COMPLIANCE WITH THE OPEN MEETINGS LAW; AND PROVIDING AN EFFECTIVE DATE HEREOF. (d) Public hearing to receive comments regarding recommendation by the Planning and Zoning Commission to approve Special Conditional Use Permit # 18-91000003 to allow for a patio home development, to be located on a 19.17-acre tract of land described as Tract 1, Abstract 35, J Hunter Survey, in a PUD zone; consider approval or other action regarding an by granting Special Conditional Use Permit #18-91000003, to allow for the development of a patio development, to be located on a 19.17-acre tract of land described as Tract 1, Abstract 35, J Hunter Survey, in a PUD zone I. Clowes The public hearing opened at 6:33 p.m. There being no public comments, the public hearing closed at 6:33 p.m. Councilmember J. Martin recommendation to approve an Ordinance amending the Code of Ordinances of the City of #18-9100000- 03, to allow for the development of a patio development, to be located on a 19.17-acre tract of land described as Tract 1, Abstract 35, J Hunter Survey, in a PUD zone. Councilmember K. Martin seconded. MOTION PASSED UNAIMOUSLY 9/0. Ayes: Mayor Rigby, Councilmembers Leonard, Engelken, Ojeda, Zemanek, Kaminski, Earp, J. Martin, and K. Martin Nays: None Absent: None Prior to council action, Assistant City Attorney Clark Askins read the caption of Ordinance 2018- 3703: AN ORDINANCE AMENDING THE CODE OF ORDINANCES OF THE CITY OF LA PORTE, CHAPTER 106, MORE COMMONLY REFERRRED TO AS THE ZONING ORDINANCE OF THE CITY OF LA PORTE, BY GRANTING SPECIAL CONDITIONAL USE PERMIT NO. 18-91000003, TO ALLOW FOR THE DEVELOPMENT OF A PATIO HOME DEVELOPMENT IN A PLANNED UNIT DEVELOPMENT (PUD) ZONING DISTRICT, ON A 19.17-ACRE TRACT OF LAND AND BEING LEGALLY DESCRIBED AS TRACT 1, ABSTRACT 35, J HUNTER SURVEY, LA PORTE HARRIS COUNTY, TEXAS; MAKING CERTAIN FINDINGS OF FACT RELATED TO THE SUBJECT; FINDING COMPLIANCE WITH THE OPEN MEETINGS LAW; AND PROVIDING AN EFFECTIVE DATE HEREOF. Page 4 of 5 April 9, 2018 Council Meeting Minutes 8.AUTHORIZATIONS (a) Consider approval or other action to reschedule or cancel the May 28, 2018, Council meeting due to the Memorial Day holiday P. Fogarty Councilmember Engelken made a motion to cancel the May 28, 2018, Council meeting. Councilmember Leonard seconded. MOTION PASSED UNAIMOUSLY 9/0. Ayes: Mayor Rigby, Councilmembers Leonard, Engelken, Ojeda, Zemanek, Kaminski, Earp, J. Martin, and K. Martin Nays: None Absent: None 9. ADMINISTRATIVE REPORTS There were no administrative reports. 10. COUNCIL COMMENTS regarding matters appearing on the agenda; recognition of community members, city employees, and upcoming events; inquiry of staff regarding specific factual information. Councilmember Ojeda thanked Police Chief Ken Adcox and Staff for applying for grants; thanked Planning and Development Director Richard Mancilla for presented a Special Workshop Meeting and commented she is looking forward to the patio home development; Councilmember J. Martin congratulated recipients of the proclamations; commented the patio home development will be a nice addition to the community; asked that the issue be resolved for the creation of Harris County MUD 561 and adoption of utility agreement for the April 23, 2018, meeting, and advised of a delayed traffic signal on Fairmont Parkway at Bay Park and requested Staff contact the appropriate authorities to check the operation of the light; Councilmember Zemanek recognized the recipients of the proclamations and shared the great news that his wife Stephanie Zemanek completed cancer treatments at M.D. Anderson hospital; Councilmembers Leonard and Engelken congratulated Councilmember Zemanek and his family on their great news; and Mayor Rigby thanked everyone for attending the meeting and advised he attended Easter Sunrise Services, that it was well attended, and congratulated Councilmember Zemanek and Stephanie on their great news. 11. ADJOURN - There being no further business, Councilmember Engelken made a motion to adjourn the meeting at 6:39 p.m. Councilmember Leonard seconded the motion. MOTION PASSED UNANIMOUSLY 9/0. _______________________________ Patrice Fogarty, City Secretary Passed and approved on April 23, 2018. ________________________________ Mayor Louis R. Rigby Page 5 of 5 April 9, 2018 Council Meeting Minutes REQUEST FOR CITY COUNCIL AGENDA ITEM Appropriation Agenda Date Requested April 23, 2018 Corby D. Alexander Source of Funds: Requested By Account Number: CMO Department: Amount Budgeted: Report: Resolution: Ordinance: Amount Requested: Budgeted Item: YES NO Exhibits: Consent Ordinance (clean) Exhibits: Amended and Restated Utility Agreement (redline) Exhibits: Amended and Restated Utility Agreement (clean) Exhibit: Deed conveying property to Beazer SUMMARY & RECOMMENDATION On December 11, 2017, the City Council voted to approve an ordinance that created a Municipal Utility District. The original ordinance contained a clause that it would only become effective if and when Beazer completed the purchase of the subject property. Beazer has closed on the purchase as indicated by the enclosed deed. However, Beazer has now requested that we revise the ordinance eliminating this provision that the ordinance become effective upon purchase. Beazer believes removing this provision will make gaining TCEQ approval easier as this type of clause is atypical for consent ordinances. Included in this agenda item is a revised ordinance deleting the above referenced provision. Additionally, the developer has acquire a new survey of the property. The new survey indicates that the property is 234.65 acres. The previous survey was for 234.686 acres with all documents reflecting the latter 234.686 acres. The enclosed consent ordinance, MUD petition, and utility agreement are revised to reflect the latest survey. th Moreover, council provided staff direction at the April 9 meeting to incorporate further changes to the Utility Agreement. The attached Utility Agreement has been revised for the following: Article VI City Plant Capacity, Section 6.01 Water Supply and Distribution Facilities: o Notwithstanding any other provision of this Agreement or any act of the City, the District shall not be guaranteed any specific quantity or pressure of water whenever the City's water supply is limited or when the City's equipment or facilities may become inoperative due to emergencies, equipment installation, repairs, modifications, replacements, inspections, breakdown or maintenance; and the City is in no case to be held to any liability for failure to furnish any specific amount or pressure of water under such circumstances. In case of a shortage of water resulting from drought, the water to be distributed by the City among those entitled to receive water from the City, including the District, shall be divided in accordance with Texas Water Code, Section 11.039. Article IX Material Breach, Notice and Remedies, Section 9.04 Remedies: o Added the following language to (b) in If the District terminates the Agreement, the City may, at its sole option, convey the City Facilities and Facilities previously conveyed by the District to the City back to the District, and the District shall thereafter operate, maintain, and repair same. Action Required by Council: Consider approval or other action Consent Ordinance and Utility Agreement associated with the creation of MUD 561. Approved for City Council Agenda Corby D. Alexander, City Manager Date ORDINANCE NO._______ AN ORDINANCE OF THE CITY OF LA PORTE, TEXAS CONSENTING TO AND GRANTING A PETITION FOR THE CREATION OF HARRIS COUNTY MUNICIPAL UTILITY DISTRICT NO. 561, A MUNICIPAL UTILITY DISTRICT TO BE LOCATED WITHIN THE BOUNDARIES OF THE CITY OF LA PORTE, TEXAS, AND BEING MORE PARTICULARLY DESCRIBED AS A 234.650 ACRE TRACT OF LAND SITUATED IN THE RICHARD PEARSALL SURVEY, ABSTRACT NO. 265, HARRIS COUNTY, TEXAS; APPROVING A UTILITY AGREEMENT BY AND BETWEEN THE CITY OF LA PORTE, TEXAS AND BEAZER HOMES TEXAS, L.P., ON BEHALF OF HARRIS COUNTY MUNICIPAL UTILITY DISTRICT NO. 561; REPEALING ALL ORDINANCES OR PARTS OF ORDINANCES IN CONFLICT HEREWITH; PROVIDING FOR SEVERABILITY; CONTAINING AN OPEN MEETINGS CLAUSE; AND PROVIDING AN EFFECTIVE DATE. WHEREAS, the City e city limits of the City, the boundaries of said District being legally described on Exhibit A, attached hereto; and WHEREAS, the petitioners request that the City Council authorize the Mayor to sign an Amended and Restated Utility Agreement between the City of La Porte and Beazer Homes Texas, L.P. on behalf of proposed Harris County Municipal Utility District No. 561; BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF LA PORTE, TEXAS: Section 1. That all of the recitals and preambles hereinabove stated are found to be true and correct and are incorporated herein and made a part of this Ordinance. Section 2. That the petition seeking the City's consent to the creation of HARRIS COUNTY MUNICIPAL UTILITY DISTRICT NO. 561, is hereby granted subject to the terms and conditions set forth in Exhibit B in for all purposes. 1523912469x_at.docx Section 3. That the Amended and Restated Utility Agreement by and between the City and Beazer Homes Texas, L.P. on behalf of proposed Harris County Municipal Utility District No. 561, a copy of which is attached hereto as Exhibit C and incorporated herein for all purposes, is hereby approved and the Mayor of the City is hereby authorized to execute the Agreement on behalf of the City. Section 4. All ordinances or parts of ordinances inconsistent or in conflict herewith are, to the extent of such inconsistency or conflict, hereby repealed. Section 5. In the event any clause, phrase, provision, sentence, or part of this Ordinance or the application of the same to any person or circumstance shall for any reason be adjudged invalid or held unconstitutional by a court of competent jurisdiction, it shall not affect , impair, or invalidate this Ordinance as a whole or any part or provision hereof other than the part declared to be invalid or unconstitutional; and the City Council of the City of La Porte, Texas, declares that it would have passed each and every part of the same notwithstanding the omission of any such part. Section 6. The City Council officially finds, determines, recites and declares that a sufficient written notice of the date, hour, place and subject of this meeting of the City Council is posted at a place convenient to the public at the City Hall of the city for the time required by law preceding this meeting, as required by Chapter 551, TX. Code; and that this meeting has been open to the public as required by law at all times during which this ordinance and the subject matter thereof has been discussed, considered and formally acted upon. The City Council further ratifies, approves and confirms such written notice and the contents and posting thereof. Section 7. This Ordinance shall be effective upon its passage and approval. -2- 1523912469x_at.docx PASSEDANDAPPROVEDthis23rddayofApril, 2018. CITY OF LA PORTE, TEXAS _______________________________ Louis R. Rigby, Mayor ATTEST: _________________________________ Patrice Fogarty, City Secretary APPROVED AS TO FORM: ________________________________ Clark Askins, City Attorney -3- 1523912469x_at.docx 1523912469x_at.docx 1523912469x_at.docx 1523912469x_at.docx 1523912469x_at.docx ExhibitB Consent Conditions (a) To the extent authorized by law, the District will issue bonds only for the purpose of purchasing and constructing, or purchasing, or constructing under contract with the City of La Porte, or otherwise acquiring waterworks systems, sanitary sewer systems, storm sewer systems, drainage facilities, recreational facilities, road facilities, or parts of such systems or facilities, and to make any and all necessary purchases, construction, improvements, extensions, additions, and repairs thereto, and to purchase or acquire all necessary land, right-of-way, easements, sites, equipment, buildings, plants, structures, and facilities therefor, and to operate and maintain drainage facilities and recreational facilities, and for refunding such bonds. Such bonds will expressly provide that the District reserves the right to redeem the bonds on any interest- payment datesubsequent to the fifteenth (15th) anniversary of the date of issuance without premium and will be sold only after the taking of public bids therefor, and none of such bonds, other than refunding bonds, will be sold for less than 95% of par; provided that the net effective interest rate on bonds so sold,taking into account any discount or premium as well as the interest rate borne by such bonds, will not exceed two percent (2%) above the highest average interest rate reported by the Daily Bond Buyer in its weekly Bond during the one-month period next preceding the date notice of the sale of such bonds is given, and that bids for the bonds will be received not more than forty- five (45) days after notice of sale of the bonds is given. No land located within the city limits or extraterritorial jurisdiction of the City of La Porte will be added or annexed to the District until the City of La Porte has given its written consent by resolution or ordinance of the City Council to such addition or annexation. (b) (1) Before the commencement of any construction within the District, its directors, officers, or developers and landowners will submit to the Director of the Department of Public Works of the City of La Porte, or to his designated representative, all plans and specifications for theconstruction of water, sanitary sewer, drainage, and road facilities and related improvements to serve the District and obtain the approval of such plans and specifications therefrom. All water wells, water meters, flushing valves, valves, pipes, and appurtenances thereto, installed or used within the District, will conform exactly to the specifications of the City of La Porte. All water service lines and sewer service lines, lift stations, sewage treatment facilities, and road facilities, and appurtenances thereto, installed or used within the District will comply with the City of La Porte's standard plans and specifications as amended from time to time. Prior to the construction of any water, sanitary sewer, drainage or road facilities within or by the District, the District or its engineer will give written notice by registered or certified mail to the Director of Public Works, stating the date that such construction will be commenced. The construction of the District's water, sanitary sewer, drainage and road facilities will be in accordance with the approved plans and specifications, and with applicable standards and specifications of the City of La Porte; and during the progress of the construction and installation of such facilities, the Director of Public Works of the City of La Porte, or an employee thereof, may make periodic on-the-ground inspections. 1523912469x_at.docx (2)BeforetheexpenditurebytheDistrictofbondproceedsfortheacquisition, construction or development of recreational facilities, the District shall obtain and maintain on file, froma registered landscape architect, registered professional engineer or a design professional allowed by law to engage in architecture, a certification that the recreational facilities, as constructed, conform to the applicable recreational facilities design standards and specifications of the City of Department of Parks and Recreation and shall submit a copy of the certification and the plans and specifications for such recreational facilities to the Director of the City of La Porte Parks and Recreation Department. (c) The District, its board of directors, officers, developers, and/or landowners will not permit the construction, or commit to any development within, the District that will result in a wastewater flow to the serving treatment facility which exceeds that facility's legally permitted average daily flow limitations or the District's allocated capacity therein. (d) Prior to the sale of any lot or parcel of land, the owner or the developer of the land included within the limits of the District will obtain the approval of the Planning Commission of the City of La Porte of a plat which will be duly recorded in the Real Property Records of Harris County, Texas, and otherwise comply with the rules and regulations of the City of La Porte. 1523912469x_at.docx AMENDED AND RESTATED UTILITY AGREEMENT THIS AMENDED AND RESTATED UTILITY AGREEMENT Agreement') is made and entered into as of April 9, 2018, by THE CITY OF LA PORTE, TEXAS (the "City"), a home rule municipality in Harris County, Texas, acting by and through its governing body the City Council of La Porte Texas; and BEAZER HOMES TEXAS, L.P.., a Delaware limited partnership on behalf of proposed Harris County Municipal Utility District No. 561. RECITALS The City and Developer entered into a Utility Agreement dated December 11, 2017 (the , when Developer was under contract to purchase approximately 234.686 acres of land in Harris County, Texas, as described therein Developer desires to develop a quality master-planned single-family and multi-family residential community with senior living facilities and supporting commercial uses within the Tract. The Tract is located within the corporate boundaries of the City. Developer intends to create Harris County Municipal Utility District No. 561 within the City's corporate limits for the purposes of, among other matters, providing water distribution, wastewater collection, and storm sewer and drainage, recreational and road facilities to serve development occurring within the District. The District will contain the Tract. The City is a municipal corporation and is operating under the home rule municipality laws of the State of Texas. The City has the power under the laws of the State of Texas to acquire, own, and operate a water and sanitary sewer system and works and improvements necessary for the drainage of the lands in the City. The City also has the authority to contract with a district organized under the authority of Article XVI, Section 59, of the Constitution of Texas, whereby the District will acquire or construct for the City (i) water distribution systems and sanitary sewer collection to connect to the water supply or treatment systems and (ii) improvements necessary for the drainage of lands in the City. The City and Developer on behalf of the District may enter into an agreement under the terms of which the District will acquire for the benefit of and conveyance to the City the water distribution, wastewater collection, and storm sewer facilities needed to serve lands being developed within the boundaries of the District. The City and Developer have determined that they are authorized by the Constitution and laws of the State of Texas to enter into this Agreement and have further determined that the terms, provisions, and conditions hereof are mutually fair and advantageous to each. After acquisition of the Original Acreage, the survey was updated and provides for a slight revision in the metes and bounds description and the total acreage. The updated metes and bounds 1523976476x_at.docx description reflects approximately 234.650acres of land in HarrisCounty, Texas, and is described by metes and bounds in Exhibit A . The City and Developer desire to amend the Original Agreement to delete Exhibit A in the Original Agreement and replace it with Exhibit A attached hereto. AGREEMENT For and in consideration of these premises and of the mutual promises, obligations, covenants, and benefits herein contained, the City and Developer on behalf of the District contract and agree as follows: ARTICLE I DEFINITIONS The capitalized terms and phrases used in this Agreement shall have the meanings as follows: Section 3.01. context: the City; Harris County, Texas; the TCEQ; the Attorney General of Texas; the Comptroller of Public Accounts of Texas; the United States Department of Justice; and all other federal, state, and local governmental authorities having regulatory jurisdiction and authority over the financing of the Facilities, the construction of the Facilities, or the subject matter of this Agreement. means the District's bonds, notes, or other evidences of indebtedness issued from time to time for the purpose of purchasing, constructing, acquiring, operating, repairing, improving, or extending the Facilities, and for such other purposes permitted or provided by state law, whether payable from ad valorem taxes, the proceeds of one or more future bond issues, or otherwise, and including any bonds, notes, or similar obligations issued to refund such bonds. La Porte, Texas. means and includes the water distribution, wastewater collection, and drainage systems (but not including detention systems), recreational facilities within road rights-of- way, including trails and sidewalks, and road facilities constructed or acquired or to be constructed or acquired by the District to serve lands within and near its boundaries, and all improvements, appurtenances, additions, extensions, enlargements, or betterments thereto, including any pro rata interest or share in such facilities, together with all contract rights, permits, licenses, properties, rights-of-way, easements, sites, and other interests related thereto. 2 to the inclusion of land within the District in accordance with Texas Water Code Section 54.016, as amended. the terms of this Agreement, including, but not limited to, costs of construction, acquisition, and installation; engineering fees and expenses; costs of advertising; costs of acquiring necessary licenses, permits, waste control orders, discharge permits or amendments thereto; fiscal, legal, and administrative costs; material-testing costs; site, easement, and permit costs; and all other costs and expenses directly relating to the foregoing, together with an amount for contingencies on estimated Construction Costs of fifteen percent (15%) of the foregoing, provided that no contingency amount shall be included in "Construction Costs" regarding a particular construction project once that project is complete. means Beazer Homes Texas, L.P. Harris County Municipal Utility District No. 561, a body politic and corporate and a political subdivision of the State of Texas organized under the provisions of Article XVI, Section 59 of the Texas Constitution. Any references herein to District shall mean Developer; provided that upon assignment of this Agreement by Developer to the District pursuant to Section 11.11 below, any references herein to the District shall mean the District. all rights, title, and interests of the District in and to the Facilities, (ii)any Bonds of the District which are authorized but have not been issued by the District, (iii) all rights and powers of the District under any agreements or commitments with any persons or entities pertaining to the financing, construction, or operation of all or any portion of the Facilities and/or the operations of the District, (iv) all cash and investments, and amounts owed to the District, and (v) all books, records, files, documents, permits, funds, and other materials or property of the District. any engineering firm as the District may engage from time to time. all outstanding Bonds of the District, (ii) all other debts, liabilities, and obligations of the District to or for the benefit of any persons or entities relating to the financing, construction, or operation of all or any portion of the Facilities or the operations of the District, and (iii) all functions performed and services rendered by the District for and to the owners of property within the District and the customers of the services provided from the Facilities. drainage and detention systems, recreational facilities outside of a City road right-of-way, and road facilities constructed or acquired or to be constructed or acquired by the District to serve lands within and near its boundaries, and all improvements, appurtenances, additions, extensions, enlargements, or betterments thereto, including any pro rata interest or share in such facilities, together with all 3 contract rights, permits, licenses, properties, rights-of-way, easements, sites, and other interests related thereto. in Section 4.04. successors exercising any of its duties and functions related to water conservation and reclamation districts. ARTICLE II REPRESENTATIONS Section 2.01 Representations of the City. The City hereby represents to Developer that: (a) This Agreement has been duly authorized, executed and delivered by the City and, constitutes a legal, valid and binding obligation of the City, enforceable in accordance with its terms. (b) The execution, delivery and performance of this Agreement by the City does not require the consent or approval of any Person which has not been obtained. Section 2.02 Representations of Developer. Developer hereby represents to the City that: (a) It is duly authorized, created and existing under the laws of the State of Texas, is qualified to do business in the State of Texas and is duly qualified to do business wherever necessary to carry on the operations contemplated by this Agreement. (b) It has the power, authority and legal right to enter into and perform its obligations set forth in this Agreement, and the execution, delivery and performance hereof (i) have been duly authorized, will not, to the best of its knowledge, violate any judgment, order, law or regulation applicable to it or any provisions of its articles of incorporation and by-laws, and (ii) do not constitute a default under, or result in the creation of any lien, charge, encumbrance or security interest upon any of its assets under, any agreement or instrument to which it is a party or by which it or its assets may be bound or affected. (c) It has sufficient capital to perform its obligations under this Agreement. (d) This Agreement has been duly authorized, executed and delivered and constitutes a legal, valid and binding obligation of such entity, enforceable in accordance with its terms. 4 (e) With respect to Developeronly, the petition for the creation of a municipal utility district and the petition for consent to the creation of a municipal utility district that have been previously submitted to the City have been duly authorized, executed and delivered. (f) The execution, delivery and performance of this Agreement by it does not require the consent or approval of any Person which has not been obtained. ARTICLE III DESIGN AND CONSTRUCTION OF THE FACILITIES Section 3.01 Design. The Facilities shall be designed by the District Engineer in accordance with sound engineering principles and in compliance with all applicable requirements of the Approving Bodies. The plans and specifications for the Facilities shall be subject to review and City. The City shall not require that the Facilities be designed to requirements more stringent than the City's requirements applicable to the design of similar facilities outside the District but within the City's jurisdiction. The District shall design the Facilities in such phases or stages as the District and/or Developer from time to time, in their sole discretion, may determine to be necessary and economically feasible. Section 3.02 Construction. When the District determines, in its sole discretion, that it is necessary and economically feasible to construct the Facilities, the District shall proceed to award a construction contract for the Facilities based upon the Approved Plans. The Facilities shall be installed, construction contracts shall be awarded, and payment and performance bonds obtained all in accordance with the general law for municipal utility districts and in full compliance with the applicable requirements of the Approving Bodies. In addition to any other construction contract provisions, any construction contract for the Facilities shall include the contractor's one (1) year warranty of work performed under the contract. The District shall file all required documents with the TCEQ. Section 3.03 Acceptance of Facilities. Upon completion of the Facilities, the District shall order the District Engineer to certify that the Facilities have been completed in substantial compliance with the Approved Plans, and the District shall certify that all bills and sums of money due in connection with the construction and installation of the Facilities have been fully paid and that the Facilities are free of any and all liens and claims, all according to the certification of the construction contractor. The District shall require the District Engineer to provide three (3) copies of construction drawings of the Facilities to the District. The District shall accept the construction of the Facilities in writing from the construction contractor. The District shall then convey the City Facilities to the City in accordance with the City's procedure for acceptance of such facilities in areas outside the District and within the City and the provisions of Article IV below. 5 Section 3.04Permits, Fees, and Inspections. The District understands and agrees that all City ordinances and codes, including applicable permits, fees, and inspections, shall be of full force and effect within its boundaries the same as to other areas within the City's corporate limits; provided, however, that no permits, permit fees, or inspection fees shall be required for the Facilities to be conveyed to the City. ARTICLE IV FINANCING OF THE FACILITIES Section 4.01 Authority of District to Issue Bonds. The District shall have authority to issue, sell, and deliver Bonds from time to time, as deemed necessary and appropriate by the Board of Directors of the District, for the purposes, in such forms and manner, and as permitted or provided by federal law, the general laws of the State of Texas, and the Consent Ordinance; provided, however, that such authority to issue, sell, and deliver Bonds will be limited to Bonds issued, sold, and delivered for the purpose of reimbursing Developer or any other developers within the District for the purposes described in Exhibit B of the Consent Ordinance and for the repair and rehabilitation of Facilities to be owned and maintained by the District. . Section 4.02 Distribution of Bond Proceeds. The proceeds of Bonds issued by the District shall be used and may be invested or reinvested, from time to time, as provided in the order or orders of the District authorizing the issuance, sale, and delivery of such Bonds and in accordance with the federal, state, and local laws and regulations governing the proceeds of the District's sale of its Bonds. Section 4.03 Bonds as Obligation of District. Unless and until the City shall dissolve the District and assume the District Assets and District Obligations, the Bonds of the District, as to both principal and interest, shall be and remain obligations solely of the District and shall never be deemed or construed to be obligations or indebtedness of the City. Section 4.04 Financing by Third Parties. From time to time, the District may enter into one or Developer or other landowners of property located within the District whereby Developer or such landowners will construct the Facilities on behalf of the District or advance funds to or on behalf of the District for the acquisition and construction of the Facilities. The construction of any Facilities financed under the terms of a Financing and Reimbursement Agreement shall be subject to all the terms and conditions of this Agreement. Each Financing and Reimbursement Agreement will provide for the District's reimbursement of the person or entity advancing funds for the Facilities (i) from the proceeds of the District's sale of its Bonds, subject to all the terms and conditions of such Financing and Reimbursement Agreement, including, among other conditions, the approval of the TCEQ of the sale of the Bonds and the use of sale proceeds for such purpose; and/or (ii) from District funds lawfully available for such purpose. 6 ARTICLE V OWNERSHIP, OPERATION, AND MAINTENANCE OF FACILITIES Section 5.01 Conveyance of Facilities. As the City Facilities are constructed and accepted in accordance with Article II and the City Facilities are conveyed to the City under this Article V, the construction contractor's one (1) year warranty of its work shall be assigned to the City, as required under Section 3.02 above. Section 5.02 City Acceptance. As the Facilities are constructed and completed, representatives of the City shall inspect the same and, if the City finds that the City Facilities have been completed in substantial compliance with the approved plans and specifications, the City will accept the conveyance of the City Facilities, and the City Facilities so conveyed shall be operated, maintained, and repaired by the City at its sole expense as provided in this Agreement. The City shall accept ownership of the City Facilities under this Section 5.02 in accordance with the City's procedure for acceptance of such facilities in areas outside the District and within the City. If the City Facilities have not been completed in substantial compliance with the approved plans and specifications, the City will immediately advise in what manner the City Facilities do not comply so that the problems may immediately be corrected; whereupon the City shall again inspect the City Facilities and accept the same if the non-complying items have been corrected. In conjunction with the City's acceptance of the City Facilities, the City shall be provided with one (1) set of the construction drawings for such City Facilities. Section 5.03 Operation of the Facilities by the City. Upon the acceptance of the City Facilities by the City, the City will operate the City Facilities and provide services from the City Facilities to users within the District without discrimination. The City shall at all times maintain the City Facilities, or cause the same to be maintained, in good condition and working order and will operate the same, or cause the same to be operated, in an efficient and economical manner at a reasonable cost and in accordance with sound business principles, and the City will comply with all the terms and conditions of this Agreement and with all applicable federal, state, and local laws and regulations. (a) The City shall provide competent, trained personnel, licensed or certified as necessary by the appropriate regulatory authority, to operate, inspect, maintain, and repair the City Facilities. The City shall implement a scheduled maintenance program for the City Facilities and shall ensure that the City Facilities are maintained in the same fashion and with the same frequency as similar facilities owned and operated by the City to serve areas outside the District. (b) The City shall maintain all customer information and records necessary to provide monthly billings to customers served by the City Facilities. The City shall respond to inquiries or correspondence from governmental or regulatory authorities and the District's directors, customers, or consultants. 7 Section 5.04 Rates and Conditions of Service. The connection of improvements to the water and sanitary sewer City Facilities shall be made in the same manner, by the same procedures, and for the same charges, if any, per City policy for other water and wastewater connections. Water and wastewater customers within the District shall pay rates and charges for such services to the City, on the same basis and conditions as the City provides such services to similar City customers who do not receive services from the Facilities. The equivalent number of single family residences attributable to any particular connection shall be computed in accordance with the service unit factors determined by the City in its sole discretion, provided that the City shall always apply the same service unit factors within the District as it applies to other areas within the City. The City shall bill and collect charges from the customers of the City Facilities, calculated in accordance with this Section 5.04, in the same manner and under the same procedures as it bills and collects from other customers of the City that are not served by the City Facilities. Section 5.05 Repair of the Facilities. After its acceptance of the City Facilities, the City shall provide all personnel and equipment necessary to perform repairs on, and shall bear sole cost responsibility for repair of, the City Facilities, including, but not limited to, service line leaks, leaks at water meters, water main breaks, repairs to valves and fire hydrants, manhole repairs, and sanitary sewer line repair and cleaning, as needed. The City shall not, however, bear cost or responsibility for initial repair of any equipment or facilities identified by the City as in need of correction prior to the City's acceptance of the City Facilities under Section 5.02 above. The cost of all materials and supplies used to operate, maintain, and repair the Facilities shall be borne solely by the City. ARTICLE VI CITY PLANT CAPACITY Section 6.01 Water Supply and Distribution Facilities. The City shall provide the District with its ultimate requirements for water supply and distribution capacities. The number and location of the points of connection between the City's water distribution system and the Facilities shall be mutually agreed upon by the District and the City. The City acknowledges its obligation to provide water supply and distribution capacities for the actual requirements of the development within the District's boundaries. Any water supply and distribution capacities so required by the District shall be reserved and allocated by the City exclusively to serve the property within the District and the City shall not use such capacities to serve any other property. The City shall at all times manage the capacities in its water supply and distribution facilities so that capacity to serve development within the District is available at the time such improvements are to be connected to the Facilities. To enable the City to effectively manage its water system capacities in compliance with the City's obligation under this Section 6.01, the District shall provide to the City, by December 31 of each year during the term of this Agreement, a written projection of the new improvements within the District expected to be connected to the Facilities within the coming year, and such other related information as the City may reasonably require. The City confirms that 1,200 equivalent single-family connections of excess water supply are available to serve the Tract and will remain available to serve the Tract so long as development of the Tract commences within 3 years of the date of this Agreement and is complete within 15 years of the date of this Agreement. 8 Notwithstanding any other provision of this Agreement orany act of the City, the District shall not be guaranteed any specific quantity or pressure of water whenever the City's water supply is limited or when the City's equipment or facilities may become inoperative due to emergencies, equipment installation, repairs, modifications, replacements, inspections, breakdown or maintenance; and the City is in no case to be held to any liability for failure to furnish any specific amount or pressure of water under such circumstances. In case of a shortage of water resulting from drought, the water to be distributed by the City among those entitled to receive water from the City, including the District, shall be divided in accordance with Texas Water Code, Section 11.039. Section 6.02 Wastewater Collection and Treatment Facilities. The number and location of the points of connection between the City's wastewater collection system and the Facilities shall be mutually agreed upon by the District and the City. The City acknowledges its obligation to provide wastewater collection and treatment capacities for the actual requirements of the development within District shall be reserved and allocated by the City exclusively to serve the property within the District and the City shall not use such capacities to serve any other property. The City shall at all times manage the capacities in its wastewater collection and treatment facilities so that capacity to serve development within the District is available at the time such improvements are to be connected to the Facilities. To enable the City to effectively manage its wastewater system capacities in ll provide the City no less than annually a written projection of the new improvements within the District expected to be connected to the Facilities within the coming year, and such other related information as the City may reasonably require. The City confirms that 1,200 equivalent single-family connections of excess wastewater treatment are available to serve the Tract and will remain available to serve the Tract so long as development of the Tract commences within 3 years of the date of this Agreement and is complete within 15 years of the date of this Agreement. Section 6.03 Letter of Capacity Assurance; Assignability. The City agrees that the City shall, upon reasonable request from the District, issue a letter of assurance to the owner of platted property within the District confirming water and wastewater utility availability for such platted property, based upon the standard City criteria published by the City regarding the calculation of water and wastewater requirements for various types of improvements. 9 ARTICLE VII DISTRICT AND OVERLAPPING TAXES Section 7.01 Overlapping Taxes. The City agrees that no portion of City taxes to be derived from the taxpayers of the District will be used to finance elsewhere in the City services the District proposes to provide, and the City and the District agree that no portion of City taxes to be derived from the taxpayers of the District are required to be rebated to the District. Section 7.02 District Taxes. The District is authorized to assess, levy, and collect ad valorem taxes upon all taxable properties within the District to provide for (i) the payment in full of the District Obligations, including principal, redemption premium, if any, or interest on the Bonds and to establish and maintain any interest and sinking fund, debt service fund, or reserve fund and (ii) for maintenance purposes, all in accordance with applicable law. The parties agree that nothing herein shall be deemed or construed to prohibit, limit, restrict, or otherwise inhibit the District's authority to levy ad valorem taxes as the Board of Directors of the District from time to time in its sole discretion may determine to be necessary for the Facilities consistent with the consent conditions in the Consent Ordinance. The City and the District recognize and agree that all ad valorem tax receipts and revenues collected by the District shall become the property of the District and may be applied by the District to the payment of all proper debts, obligations, costs, and expenses of the District and may be pledged or assigned to the payment of all or any designated portion of the principal or redemption premium, if any, or interest on the Bonds or otherwise in accordance with applicable law. ARTICLE VIII DISSOLUTION OF THE DISTRICT Section 8.01 Dissolution of District. The City and District recognize and agree that the City may, pursuant to the procedures and provisions and subject to the limitations set forth in the laws of the State of Texas including, but not limited to, Section 43.074, Texas Local Government Code, abolish and dissolve the District and assume the District Assets and District Obligations upon a vote of not less than two-thirds (2/3) of the entire membership of the City Council to adopt an ordinance to such effect, if the City Council finds: (a) that the District is no longer needed, (b) that the services and functions performed by the District can be served and performed by the City, and (c) that it would be in the best interests of the citizens and property within the District and the City that the District be abolished. In order to ensure that the property owners and inhabitants of the City and the District are afforded sufficient time and opportunity to realize the benefits and public utility to be derived from the creation and operation of the District and the financing, construction and implementation of the plan of improvements for the District, and in order to contribute to the financial stability and feasibility of the District by ensuring a sufficient longevity of the District's existence to permit the District to reach a satisfactory level of financial maturity, the City agrees that the District shall not be abolished until such time as the District is fully developed and has sold all Bonds necessary to finance the costs of the Facilities and has reimbursed Developer and any other landowners within the District 10 in accordance with the Financing and Reimbursement Agreements previously entered into by the District. Section 8.02 Transition upon Dissolution. In the event all required findings and procedures for the dissolution of the District have been duly, properly, and finally made and satisfied by the City, and unless otherwise mutually agreed by the City and the District pursuant to then existing law, the District agrees that its officers, agents, and representatives shall be directed to cooperate with the City in any and all respects reasonably necessary to facilitate the dissolution of the District and the transfer of the District Assets to and the assumption of the District Obligations by the City. ARTICLE IX MATERIAL BREACH, NOTICE AND REMEDIES Section 9.01 Material Breach of Agreement. (a) The parties acknowledge and agree that any substantial deviation by the District from the material terms of this Agreement would frustrate the intent of this Agreement and, therefore, would be a material breach of this Agreement. By way of example, a substantial deviation from the material terms of this Agreement by the District would be the failure of the District to obtain approval from the City prior to annexing an additional property into the District as provided for herein. (b) The parties acknowledge and agree that any substantial deviation by the City from the material terms of this Agreement would frustrate the intent of this Agreement and, therefore, would be a material breach of this Agreement. By way of example, a substantial deviation from the material terms of this Agreement would be an attempt by the City to dissolve the District other than as provided for herein. (c) In the event that a party to this Agreement believes that another party has, by act or omission, committed a material breach of this Agreement, the provisions of this Article IX shall provide the sole remedies for such default, unless otherwise specifically provided herein. 11 Section 9.02 Notice of District's Default. (a) The City shall notify the District in writing of an alleged failure by the District to comply with a provision of this Agreement, which notice shall specify the alleged failure with reasonable particularity. The District shall, within thirty (30) days after receipt of such notice or such longer period of time as the City may specify in such notice, either cure such alleged failure or, in a written response to the City, either present facts and arguments in refutation or excuse of such alleged failure or state that such alleged failure will be cured and set forth the method and time schedule for accomplishing such cure. (b) The City shall determine (i) whether a failure to comply with a provision has occurred; (ii) whether such failure is excusable; and (iii) whether such failure has been cured or will be cured by the District. The District shall make available and deliver to the City, if requested, any records, documents or other information necessary to make the determination without charge. (c) In the event that the City determines that such failure has not occurred, or that such failure either has been or will be cured in a manner and in accordance with a schedule reasonably satisfactory to the City, or that such failure is excusable, such determination shall conclude the investigation. (d) If the City determines that a failure to comply with a provision has occurred and that such failure is not excusable and has not been or will not be cured by the District in a manner and in accordance with a schedule reasonably satisfactory to the City, then the City may pursue the remedies provided in Section 9.04. Section 9.03 Notice of City's Default. (a) The District shall notify the City in writing of an alleged failure by the City to comply with a provision of this Agreement, which notice shall specify the alleged failure with reasonable particularity. The City shall, within 30 days after receipt of such notice or such longer period of time as the District may specify in such notice, either cure such alleged failure or, in a written response to the District, either present facts and arguments in refutation or excuse of such alleged failure or state that such alleged failure will be cured and set forth the method and time schedule for accomplishing such cure. (b) The District shall determine (i) whether a failure to comply with a provision has occurred; (ii) whether such failure is excusable; and (iii) whether such failure has been cured or will be cured by the City. The City shall make available and deliver to the District, if requested, any records, documents or other information necessary to make the determination without charge. (c) In the event that the District determines that such failure has not occurred, or that such failure either has been or will be cured in a manner and in accordance with a schedule reasonably 12 satisfactory to the District, or that such failure is excusable, such determination shall conclude the investigation. (d) If the District determines that a failure to comply with a provision has occurred and that such failure is not excusable and has not been or will not be cured by the City in a manner and in accordance with a schedule reasonably satisfactory to the District, then the District may pursue the remedies provided in Section 9.04. Section 9.04 Remedies. (a) In the event of a determination by the City that the District has committed a material breach of this Agreement the City may, subject to the provisions of Section 9.02, file suit in a competent jurisdiction in Harris County, Texas, and seek either (1) specific performance, (ii) injunctive relief, (iii) an action under the Uniform Declaratory Judgment Act, or (iv) termination of this Agreement. (b) In the event of a determination by the District that the City has committed a material breach of this Agreement, the District may, subject to the provisions of Section 9.03, file suit in a court of competent jurisdiction in Harris County, Texas, and seek (1) specific performance, (ii) injunctive relief, (iii) an action under the Uniform Declaratory Judgment Act, or (iv) termination of this Agreement. If the District terminates the Agreement, the City may, at its sole option, convey the City Facilities and Facilities previously conveyed by the District to the City back to the District, and the District shall thereafter operate, maintain, and repair same. (c) Neither party shall be liable for any monetary damages of the other party for any reason whatsoever, including punitive damages, exemplary damages, consequential damages or attorneys' fees. ARTICLE X BINDING AGREEMENT, TERM, AND AMENDMENT Section 10.01 Beneficiaries. This Agreement shall bind and inure to the benefit of the City and the District, their successors and assigns, including any additional districts created by division of the District. Section 10.02 Term. This Agreement shall remain in effect until the earlier to occur of (i) the dissolution of the District by the City or (ii) the expiration of thirty (30) years from the date hereof. Section 10.03 Termination. In the event this Agreement is terminated as provided in this Agreement or is terminated pursuant to other provisions, or is terminated by mutual agreement of the parties, the parties shall promptly execute and file of record, in the Real Property Records of Harris County, Texas, a document confirming the termination of this Agreement, and such other documents as may be appropriate to reflect the basis upon which such termination occurred. 13 Section 10.04 Amendment. This Agreement may be amended only upon written amendment executed by the parties affected by such amendment. ARTICLE XI MISCELLANEOUS PROVISIONS Section 11.01 Notice. The parties contemplate that they will engage in informal communications with respect to the subject matter of this Agreement. However, any formal notices or shall be given in writing addressed to the party to be notified at the address set forth below for such party, (a) by delivering the same in person, (b) by depositing the same in the United States Mail, certified or registered, return receipt requested, postage prepaid, addressed to the party to be notified; (c) by depositing the same with FedEx or another nationally recognized courier service guaranteeing "next day delivery," addressed to the party to be notified, or (d) by sending the same by telefax with confirming copy sent by mail. Notice deposited in the United States mail in the manner herein above described shall be deemed effective from and after three (3) days after the date of such deposit. Notice given in any other manner shall be effective only if and when received by the party to be notified. For the purposes of notice, the addresses of the parties, until changed as provided below, shall be as follows: City: City of La Porte 604 W. Fairmont Parkway La Porte, Texas 77571 Attn: City Secretary With copy to: Mr. Clark Askins Askins & Askins 702 W. Fairmont Parkway La Porte, Texas 77571 14 Developer: Beazer Homes Texas, L.P. Attn: Mr. Jeff Anderson 10235 West Little York, Suite 200 Houston, TX 77040 District: Allen Boone Humphries Robinson LLP Attn: Jim Boone 3200 Southwest Freeway, Suite 2600 Houston, Texas 77027 The parties shall have the right from time to time to change their respective addresses, and each shall have the right to specify as its address any other address within the United States of America by giving at least 5 days written notice to the other parties. If any date or any period provided in this Agreement ends on a Saturday, Sunday, or legal holiday, the applicable period for calculating the notice shall be extended to the first business day following such Saturday, Sunday or legal holiday. Section 11.02 Severability by Court Action. Unless the court applies Section 11.03, if any provision of this Agreement or the application thereof to any person or circumstance is ever judicially declared invalid, such provision shall be deemed severed from this Agreement, and the remaining portions of this Agreement shall remain in effect. Section 11.03 Invalid Provisions. If any provision of this Agreement or the application thereof to any person or circumstance is prohibited by or invalid under applicable law, it shall be deemed modified to conform with the minimum requirements of such law, or, if for any reason it is not deemed so modified, it shall be prohibited or invalid only to the extent of such prohibition or invalidity without the remainder thereof or any such other provision being prohibited or invalid. Section 11.04 Waiver. Any failure by a party hereto to insist upon strict performance by the other party of any provision of this Agreement shall not be deemed a waiver thereof or of any other provision hereof, and such party shall have the right at any time thereafter to insist upon strict performance of any and all of the provisions of this Agreement. Section 11.05 Applicable Law and Venue. The construction and validity of this Agreement shall be governed by the laws of the State of Texas without regard to cont1icts of law principles. Venue shall be in Harris County, Texas. Section 11.06 Reservation of Rights. To the extent not inconsistent with this Agreement, each party reserves all rights, privileges, and immunities under applicable laws, including sovereign immunity, except to enforce any rights and remedies under this Agreement. Section 11.07 Further Documents. The parties agree that at any time after execution of this Agreement, they will, upon request of another party, execute and deliver such further documents 15 and do such further acts and things as the other party may reasonably request in order to effectuate the terms of this Agreement. Section 11.08 Incorporation of Exhibits and Other Documents by Reference. All Exhibits and other documents attached to or referred to in this Agreement are incorporated herein by reference for the purposes set forth in this Agreement. Exhibit A to the Original Agreement is hereby deleted and replaced with Exhibit A attached hereto. Section 11.9 Effect of State and Federal Laws. Notwithstanding any other provision of this Agreement, the District shall comply with all applicable statutes or regulations of the United States and the State of Texas, as well as any City ordinances to the extent not in conflict with this Agreement, and any rules implementing such statutes or regulations. Section 11.10 Authority for Execution. The City hereby certifies, represents, and warrants that the execution of this Agreement is duly authorized and adopted in conformity with City ordinances. The District hereby certifies, represents, and warrants that the execution of this Agreement is duly authorized and adopted by the District's board of directors. Section 11.11 Creation of the District. The rights, duties and obligations of the District hereunder shall be the rights, duties and obligations of Developer. Upon the creation of and confirmation of the District, the District shall automatically assume all rights, duties and obligations of Developer under this Agreement and Developer shall have no further liability under this Agreement, without any further action by the District, Developer, or the City being necessary. Section 11.12 Force Majeure. In the event any party is rendered unable, wholly or in part, by force majeure to carry out any of its obligations under this Agreement, except the obligation to pay amounts owed or required to be paid pursuant to the terms of this Agreement, then the obligations of such party, to the extent affected by such force majeure and to the extent that due diligence is being used to resume performance at the earliest practicable time, shall be suspended during the continuance of any inability so caused to the extent provided but for no longer period. As soon as reasonably possible after the occurrence of the force majeure relied upon, the party whose contractual obligations are affected thereby shall give notice and full particulars of such force majeure to the other party. Such cause, as far as possible, shall be remedied with all reasonable diligence. The term God, strikes, lockouts, or other industrial disturbances, acts of the public enemy, orders of any kind of the government of the United States or the State of Texas or any civil or military authority, insurrections, riots, epidemics, landslides, lightning, earthquakes, fires, hurricanes, storms, floods, washouts, drought, arrests, restraint of government, civil disturbances, explosions, breakage or accidents to machinery, pipelines or canals, partial or entire failure of water supply resulting in an inability to provide water necessary for operation of the water and wastewater systems hereunder, and any other inabilities of any party, whether similar to those enumerated or otherwise, which are not within the control of the party claiming such inability, which such party could not have avoided by the exercise of due diligence and care. 16 Section 11.13 Parties in Interest. This Agreement shall be for the sole and exclusive benefit of the parties hereto and shall not be construed to confer any rights upon any third parties. Section 11.14 Merger. This Agreement embodies the entire understanding between the parties and there are no representations, warranties, or agreements between the parties covering the subject matter of this Agreement other than the Consent Ordinance between the City and the District. If any provisions of the Consent Ordinance appear to be inconsistent or in conflict with the provisions of this Agreement, then the provisions contained in this Agreement shall be interpreted in a way which is consistent with the Consent Ordinance. Section 11.15 Modification. This Agreement shall be subject to change or modification only with the mutual written consent of the City and the District. Section 11.16 Captions. The captions of each section of this Agreement are inserted solely for convenience and shall never be given effect in construing the duties, obligations or liabilities of the parties hereto or any provisions hereof, or in ascertaining the intent of either party, with respect to the provisions hereof. Section 11.17 Interpretations. This Agreement and the terms and provisions hereof shall be liberally construed to effectuate the purposes set forth herein and to sustain the validity of this Agreement. Section 11.18 Voter Trailer. The City agrees that a trailer may be located on the Tract to provide housing for voters in connection with the election to confirm the District, authorize bonds for the District, and elect the initial board of directors for the District; provided, however, that the trailer may not be located on the Tract for a period of time exceeding 8 months. 17 IN WITNESS WHEREOF, the parties hereto have executed this Agreement in multiple copies, each of equal dignity, as of the date first given above. THE CITY OF LA PORTE, TEXAS By: ATTEST: Mayor By City Secretary (SEAL) APPROVED AS TO FORM: By: City Attorney THE STATE OF TEXAS § § COUNTY OF HARRIS § This instrument was acknowledged before me on the _____ day of ______________, 2018, by ____________________, Mayor of the City of La Porte, Texas. Notary Public, State of Texas \[Official Notary Stamp\] 18 BEAZER HOMES TEXAS, L.P., a Delaware limited partnership By: Beazer Homes Texas Holdings Inc., a Delaware corporation, its general partner By: Name: Title: THE STATE OF TEXAS § § COUNTY OF HARRIS § This instrument was acknowledged before me, the undersigned authority, this _____ day of April, 2018, by ______________________________, _______________ of Beazer Homes Texas Holdings, Inc., a Delaware corporation, general partner of Beazer Homes Texas, L.P., a Delaware limited partnership, on behalf of said Delaware corporation and Delaware limited partnership. Notary Public, State of Texas \[Official Notary Stamp\] 19 Exhibits ALegal Description of Tract 20 Exhibit A 21 22 23 24 AMENDED AND RESTATED UTILITY AGREEMENT THIS AMENDED AND RESTATED UTILITY AGREEMENT Agreement') is made and entered into as of April 9, 2018, by THE CITY OF LA PORTE, TEXAS (the "City"), a home rule municipality in Harris County, Texas, acting by and through its governing body the City Council of La Porte Texas; and BEAZER HOMES TEXAS, L.P.., a Delaware limited partnership on behalf of proposed Harris County Municipal Utility District No. 561. RECITALS The City and Developer entered into a Utility Agreement dated December 11, 2017 (the , when Developer was under contract to purchase approximately 234.686 acres of land in Harris County, Texas, as described therein Developer desires to develop a quality master-planned single-family and multi-family residential community with senior living facilities and supporting commercial uses within the Tract. The Tract is located within the corporate boundaries of the City. Developer intends to create Harris County Municipal Utility District No. 561 within the City's corporate limits for the purposes of, among other matters, providing water distribution, wastewater collection, and storm sewer and drainage, recreational and road facilities to serve development occurring within the District. The District will contain the Tract. The City is a municipal corporation and is operating under the home rule municipality laws of the State of Texas. The City has the power under the laws of the State of Texas to acquire, own, and operate a water and sanitary sewer system and works and improvements necessary for the drainage of the lands in the City. The City also has the authority to contract with a district organized under the authority of Article XVI, Section 59, of the Constitution of Texas, whereby the District will acquire or construct for the City (i) water distribution systems and sanitary sewer collection to connect to the water supply or treatment systems and (ii) improvements necessary for the drainage of lands in the City. The City and Developer on behalf of the District may enter into an agreement under the terms of which the District will acquire for the benefit of and conveyance to the City the water distribution, wastewater collection, and storm sewer facilities needed to serve lands being developed within the boundaries of the District. The City and Developer have determined that they are authorized by the Constitution and laws of the State of Texas to enter into this Agreement and have further determined that the terms, provisions, and conditions hereof are mutually fair and advantageous to each. After acquisition of the Original Acreage, the survey was updated and provides for a slight revision in the metes and bounds description and the total acreage. The updated metes and bounds 1523976502x_at.docx description reflects approximately 234.650acres of land in HarrisCounty, Texas, and is described by metes and bounds in Exhibit A . The City and Developer desire to amend the Original Agreement to delete Exhibit A in the Original Agreement and replace it with Exhibit A attached hereto. AGREEMENT For and in consideration of these premises and of the mutual promises, obligations, covenants, and benefits herein contained, the City and Developer on behalf of the District contract and agree as follows: ARTICLE I DEFINITIONS The capitalized terms and phrases used in this Agreement shall have the meanings as follows: Section 3.01. context: the City; Harris County, Texas; the TCEQ; the Attorney General of Texas; the Comptroller of Public Accounts of Texas; the United States Department of Justice; and all other federal, state, and local governmental authorities having regulatory jurisdiction and authority over the financing of the Facilities, the construction of the Facilities, or the subject matter of this Agreement. means the District's bonds, notes, or other evidences of indebtedness issued from time to time for the purpose of purchasing, constructing, acquiring, operating, repairing, improving, or extending the Facilities, and for such other purposes permitted or provided by state law, whether payable from ad valorem taxes, the proceeds of one or more future bond issues, or otherwise, and including any bonds, notes, or similar obligations issued to refund such bonds. La Porte, Texas. means and includes the water distribution, wastewater collection, and drainage systems (but not including detention systems), recreational facilities within road rights-of- way, including trails and sidewalks, and road facilities constructed or acquired or to be constructed or acquired by the District to serve lands within and near its boundaries, and all improvements, appurtenances, additions, extensions, enlargements, or betterments thereto, including any pro rata interest or share in such facilities, together with all contract rights, permits, licenses, properties, rights-of-way, easements, sites, and other interests related thereto. 2 to the inclusion of land within the District in accordance with Texas Water Code Section 54.016, as amended. the terms of this Agreement, including, but not limited to, costs of construction, acquisition, and installation; engineering fees and expenses; costs of advertising; costs of acquiring necessary licenses, permits, waste control orders, discharge permits or amendments thereto; fiscal, legal, and administrative costs; material-testing costs; site, easement, and permit costs; and all other costs and expenses directly relating to the foregoing, together with an amount for contingencies on estimated Construction Costs of fifteen percent (15%) of the foregoing, provided that no contingency amount shall be included in "Construction Costs" regarding a particular construction project once that project is complete. means Beazer Homes Texas, L.P. Harris County Municipal Utility District No. 561, a body politic and corporate and a political subdivision of the State of Texas organized under the provisions of Article XVI, Section 59 of the Texas Constitution. Any references herein to District shall mean Developer; provided that upon assignment of this Agreement by Developer to the District pursuant to Section 11.11 below, any references herein to the District shall mean the District. all rights, title, and interests of the District in and to the Facilities, (ii)any Bonds of the District which are authorized but have not been issued by the District, (iii) all rights and powers of the District under any agreements or commitments with any persons or entities pertaining to the financing, construction, or operation of all or any portion of the Facilities and/or the operations of the District, (iv) all cash and investments, and amounts owed to the District, and (v) all books, records, files, documents, permits, funds, and other materials or property of the District. any engineering firm as the District may engage from time to time. all outstanding Bonds of the District, (ii) all other debts, liabilities, and obligations of the District to or for the benefit of any persons or entities relating to the financing, construction, or operation of all or any portion of the Facilities or the operations of the District, and (iii) all functions performed and services rendered by the District for and to the owners of property within the District and the customers of the services provided from the Facilities. drainage and detention systems, recreational facilities outside of a City road right-of-way, and road facilities constructed or acquired or to be constructed or acquired by the District to serve lands within and near its boundaries, and all improvements, appurtenances, additions, extensions, enlargements, or betterments thereto, including any pro rata interest or share in such facilities, together with all 3 contract rights, permits, licenses, properties, rights-of-way, easements, sites, and other interests related thereto. in Section 4.04. successors exercising any of its duties and functions related to water conservation and reclamation districts. ARTICLE II REPRESENTATIONS Section 2.01 Representations of the City. The City hereby represents to Developer that: (a) This Agreement has been duly authorized, executed and delivered by the City and, constitutes a legal, valid and binding obligation of the City, enforceable in accordance with its terms. (b) The execution, delivery and performance of this Agreement by the City does not require the consent or approval of any Person which has not been obtained. Section 2.02 Representations of Developer. Developer hereby represents to the City that: (a) It is duly authorized, created and existing under the laws of the State of Texas, is qualified to do business in the State of Texas and is duly qualified to do business wherever necessary to carry on the operations contemplated by this Agreement. (b) It has the power, authority and legal right to enter into and perform its obligations set forth in this Agreement, and the execution, delivery and performance hereof (i) have been duly authorized, will not, to the best of its knowledge, violate any judgment, order, law or regulation applicable to it or any provisions of its articles of incorporation and by-laws, and (ii) do not constitute a default under, or result in the creation of any lien, charge, encumbrance or security interest upon any of its assets under, any agreement or instrument to which it is a party or by which it or its assets may be bound or affected. (c) It has sufficient capital to perform its obligations under this Agreement. (d) This Agreement has been duly authorized, executed and delivered and constitutes a legal, valid and binding obligation of such entity, enforceable in accordance with its terms. 4 (e) With respect to Developeronly, the petition for the creation of a municipal utility district and the petition for consent to the creation of a municipal utility district that have been previously submitted to the City have been duly authorized, executed and delivered. (f) The execution, delivery and performance of this Agreement by it does not require the consent or approval of any Person which has not been obtained. ARTICLE III DESIGN AND CONSTRUCTION OF THE FACILITIES Section 3.01 Design. The Facilities shall be designed by the District Engineer in accordance with sound engineering principles and in compliance with all applicable requirements of the Approving Bodies. The plans and specifications for the Facilities shall be subject to review and City. The City shall not require that the Facilities be designed to requirements more stringent than the City's requirements applicable to the design of similar facilities outside the District but within the City's jurisdiction. The District shall design the Facilities in such phases or stages as the District and/or Developer from time to time, in their sole discretion, may determine to be necessary and economically feasible. Section 3.02 Construction. When the District determines, in its sole discretion, that it is necessary and economically feasible to construct the Facilities, the District shall proceed to award a construction contract for the Facilities based upon the Approved Plans. The Facilities shall be installed, construction contracts shall be awarded, and payment and performance bonds obtained all in accordance with the general law for municipal utility districts and in full compliance with the applicable requirements of the Approving Bodies. In addition to any other construction contract provisions, any construction contract for the Facilities shall include the contractor's one (1) year warranty of work performed under the contract. The District shall file all required documents with the TCEQ. Section 3.03 Acceptance of Facilities. Upon completion of the Facilities, the District shall order the District Engineer to certify that the Facilities have been completed in substantial compliance with the Approved Plans, and the District shall certify that all bills and sums of money due in connection with the construction and installation of the Facilities have been fully paid and that the Facilities are free of any and all liens and claims, all according to the certification of the construction contractor. The District shall require the District Engineer to provide three (3) copies of construction drawings of the Facilities to the District. The District shall accept the construction of the Facilities in writing from the construction contractor. The District shall then convey the City Facilities to the City in accordance with the City's procedure for acceptance of such facilities in areas outside the District and within the City and the provisions of Article IV below. 5 Section 3.04Permits, Fees, and Inspections. The District understands and agrees that all City ordinances and codes, including applicable permits, fees, and inspections, shall be of full force and effect within its boundaries the same as to other areas within the City's corporate limits; provided, however, that no permits, permit fees, or inspection fees shall be required for the Facilities to be conveyed to the City. ARTICLE IV FINANCING OF THE FACILITIES Section 4.01 Authority of District to Issue Bonds. The District shall have authority to issue, sell, and deliver Bonds from time to time, as deemed necessary and appropriate by the Board of Directors of the District, for the purposes, in such forms and manner, and as permitted or provided by federal law, the general laws of the State of Texas, and the Consent Ordinance; provided, however, that such authority to issue, sell, and deliver Bonds will be limited to Bonds issued, sold, and delivered for the purpose of reimbursing Developer or any other developers within the District for the purposes described in Exhibit B of the Consent Ordinance and for the repair and rehabilitation of Facilities to be owned and maintained by the District. . Section 4.02 Distribution of Bond Proceeds. The proceeds of Bonds issued by the District shall be used and may be invested or reinvested, from time to time, as provided in the order or orders of the District authorizing the issuance, sale, and delivery of such Bonds and in accordance with the federal, state, and local laws and regulations governing the proceeds of the District's sale of its Bonds. Section 4.03 Bonds as Obligation of District. Unless and until the City shall dissolve the District and assume the District Assets and District Obligations, the Bonds of the District, as to both principal and interest, shall be and remain obligations solely of the District and shall never be deemed or construed to be obligations or indebtedness of the City. Section 4.04 Financing by Third Parties. From time to time, the District may enter into one or Developer or other landowners of property located within the District whereby Developer or such landowners will construct the Facilities on behalf of the District or advance funds to or on behalf of the District for the acquisition and construction of the Facilities. The construction of any Facilities financed under the terms of a Financing and Reimbursement Agreement shall be subject to all the terms and conditions of this Agreement. Each Financing and Reimbursement Agreement will provide for the District's reimbursement of the person or entity advancing funds for the Facilities (i) from the proceeds of the District's sale of its Bonds, subject to all the terms and conditions of such Financing and Reimbursement Agreement, including, among other conditions, the approval of the TCEQ of the sale of the Bonds and the use of sale proceeds for such purpose; and/or (ii) from District funds lawfully available for such purpose. 6 ARTICLE V OWNERSHIP, OPERATION, AND MAINTENANCE OF FACILITIES Section 5.01 Conveyance of Facilities. As the City Facilities are constructed and accepted in accordance with Article II and the City Facilities are conveyed to the City under this Article V, the construction contractor's one (1) year warranty of its work shall be assigned to the City, as required under Section 3.02 above. Section 5.02 City Acceptance. As the Facilities are constructed and completed, representatives of the City shall inspect the same and, if the City finds that the City Facilities have been completed in substantial compliance with the approved plans and specifications, the City will accept the conveyance of the City Facilities, and the City Facilities so conveyed shall be operated, maintained, and repaired by the City at its sole expense as provided in this Agreement. The City shall accept ownership of the City Facilities under this Section 5.02 in accordance with the City's procedure for acceptance of such facilities in areas outside the District and within the City. If the City Facilities have not been completed in substantial compliance with the approved plans and specifications, the City will immediately advise in what manner the City Facilities do not comply so that the problems may immediately be corrected; whereupon the City shall again inspect the City Facilities and accept the same if the non-complying items have been corrected. In conjunction with the City's acceptance of the City Facilities, the City shall be provided with one (1) set of the construction drawings for such City Facilities. Section 5.03 Operation of the Facilities by the City. Upon the acceptance of the City Facilities by the City, the City will operate the City Facilities and provide services from the City Facilities to users within the District without discrimination. The City shall at all times maintain the City Facilities, or cause the same to be maintained, in good condition and working order and will operate the same, or cause the same to be operated, in an efficient and economical manner at a reasonable cost and in accordance with sound business principles, and the City will comply with all the terms and conditions of this Agreement and with all applicable federal, state, and local laws and regulations. (a) The City shall provide competent, trained personnel, licensed or certified as necessary by the appropriate regulatory authority, to operate, inspect, maintain, and repair the City Facilities. The City shall implement a scheduled maintenance program for the City Facilities and shall ensure that the City Facilities are maintained in the same fashion and with the same frequency as similar facilities owned and operated by the City to serve areas outside the District. (b) The City shall maintain all customer information and records necessary to provide monthly billings to customers served by the City Facilities. The City shall respond to inquiries or correspondence from governmental or regulatory authorities and the District's directors, customers, or consultants. 7 Section 5.04 Rates and Conditions of Service. The connection of improvements to the water and sanitary sewer City Facilities shall be made in the same manner, by the same procedures, and for the same charges, if any, per City policy for other water and wastewater connections. Water and wastewater customers within the District shall pay rates and charges for such services to the City, on the same basis and conditions as the City provides such services to similar City customers who do not receive services from the Facilities. The equivalent number of single family residences attributable to any particular connection shall be computed in accordance with the service unit factors determined by the City in its sole discretion, provided that the City shall always apply the same service unit factors within the District as it applies to other areas within the City. The City shall bill and collect charges from the customers of the City Facilities, calculated in accordance with this Section 5.04, in the same manner and under the same procedures as it bills and collects from other customers of the City that are not served by the City Facilities. Section 5.05 Repair of the Facilities. After its acceptance of the City Facilities, the City shall provide all personnel and equipment necessary to perform repairs on, and shall bear sole cost responsibility for repair of, the City Facilities, including, but not limited to, service line leaks, leaks at water meters, water main breaks, repairs to valves and fire hydrants, manhole repairs, and sanitary sewer line repair and cleaning, as needed. The City shall not, however, bear cost or responsibility for initial repair of any equipment or facilities identified by the City as in need of correction prior to the City's acceptance of the City Facilities under Section 5.02 above. The cost of all materials and supplies used to operate, maintain, and repair the Facilities shall be borne solely by the City. ARTICLE VI CITY PLANT CAPACITY Section 6.01 Water Supply and Distribution Facilities. The City shall provide the District with its ultimate requirements for water supply and distribution capacities. The number and location of the points of connection between the City's water distribution system and the Facilities shall be mutually agreed upon by the District and the City. The City acknowledges its obligation to provide water supply and distribution capacities for the actual requirements of the development within the District's boundaries. Any water supply and distribution capacities so required by the District shall be reserved and allocated by the City exclusively to serve the property within the District and the City shall not use such capacities to serve any other property. The City shall at all times manage the capacities in its water supply and distribution facilities so that capacity to serve development within the District is available at the time such improvements are to be connected to the Facilities. To enable the City to effectively manage its water system capacities in compliance with the City's obligation under this Section 6.01, the District shall provide to the City, by December 31 of each year during the term of this Agreement, a written projection of the new improvements within the District expected to be connected to the Facilities within the coming year, and such other related information as the City may reasonably require. The City confirms that 1,200 equivalent single-family connections of excess water supply are available to serve the Tract and will remain available to serve the Tract so long as development of the Tract commences within 3 years of the date of this Agreement and is complete within 15 years of the date of this Agreement. 8 Notwithstanding any other provision of this Agreement orany act of the City, the District shall not be guaranteed any specific quantity or pressure of water whenever the City's water supply is limited or when the City's equipment or facilities may become inoperative due to emergencies, equipment installation, repairs, modifications, replacements, inspections, breakdown or maintenance; and the City is in no case to be held to any liability for failure to furnish any specific amount or pressure of water under such circumstances. In case of a shortage of water resulting from drought, the water to be distributed by the City among those entitled to receive water from the City, including the District, shall be divided in accordance with Texas Water Code, Section 11.039. Section 6.02 Wastewater Collection and Treatment Facilities. The number and location of the points of connection between the City's wastewater collection system and the Facilities shall be mutually agreed upon by the District and the City. The City acknowledges its obligation to provide wastewater collection and treatment capacities for the actual requirements of the development within District shall be reserved and allocated by the City exclusively to serve the property within the District and the City shall not use such capacities to serve any other property. The City shall at all times manage the capacities in its wastewater collection and treatment facilities so that capacity to serve development within the District is available at the time such improvements are to be connected to the Facilities. To enable the City to effectively manage its wastewater system capacities in ll provide the City no less than annually a written projection of the new improvements within the District expected to be connected to the Facilities within the coming year, and such other related information as the City may reasonably require. The City confirms that 1,200 equivalent single-family connections of excess wastewater treatment are available to serve the Tract and will remain available to serve the Tract so long as development of the Tract commences within 3 years of the date of this Agreement and is complete within 15 years of the date of this Agreement. Section 6.03 Letter of Capacity Assurance; Assignability. The City agrees that the City shall, upon reasonable request from the District, issue a letter of assurance to the owner of platted property within the District confirming water and wastewater utility availability for such platted property, based upon the standard City criteria published by the City regarding the calculation of water and wastewater requirements for various types of improvements. 9 ARTICLE VII DISTRICT AND OVERLAPPING TAXES Section 7.01 Overlapping Taxes. The City agrees that no portion of City taxes to be derived from the taxpayers of the District will be used to finance elsewhere in the City services the District proposes to provide, and the City and the District agree that no portion of City taxes to be derived from the taxpayers of the District are required to be rebated to the District. Section 7.02 District Taxes. The District is authorized to assess, levy, and collect ad valorem taxes upon all taxable properties within the District to provide for (i) the payment in full of the District Obligations, including principal, redemption premium, if any, or interest on the Bonds and to establish and maintain any interest and sinking fund, debt service fund, or reserve fund and (ii) for maintenance purposes, all in accordance with applicable law. The parties agree that nothing herein shall be deemed or construed to prohibit, limit, restrict, or otherwise inhibit the District's authority to levy ad valorem taxes as the Board of Directors of the District from time to time in its sole discretion may determine to be necessary for the Facilities consistent with the consent conditions in the Consent Ordinance. The City and the District recognize and agree that all ad valorem tax receipts and revenues collected by the District shall become the property of the District and may be applied by the District to the payment of all proper debts, obligations, costs, and expenses of the District and may be pledged or assigned to the payment of all or any designated portion of the principal or redemption premium, if any, or interest on the Bonds or otherwise in accordance with applicable law. ARTICLE VIII DISSOLUTION OF THE DISTRICT Section 8.01 Dissolution of District. The City and District recognize and agree that the City may, pursuant to the procedures and provisions and subject to the limitations set forth in the laws of the State of Texas including, but not limited to, Section 43.074, Texas Local Government Code, abolish and dissolve the District and assume the District Assets and District Obligations upon a vote of not less than two-thirds (2/3) of the entire membership of the City Council to adopt an ordinance to such effect, if the City Council finds: (a) that the District is no longer needed, (b) that the services and functions performed by the District can be served and performed by the City, and (c) that it would be in the best interests of the citizens and property within the District and the City that the District be abolished. In order to ensure that the property owners and inhabitants of the City and the District are afforded sufficient time and opportunity to realize the benefits and public utility to be derived from the creation and operation of the District and the financing, construction and implementation of the plan of improvements for the District, and in order to contribute to the financial stability and feasibility of the District by ensuring a sufficient longevity of the District's existence to permit the District to reach a satisfactory level of financial maturity, the City agrees that the District shall not be abolished until such time as the District is fully developed and has sold all Bonds necessary to finance the costs of the Facilities and has reimbursed Developer and any other landowners within the District 10 in accordance with the Financing and Reimbursement Agreements previously entered into by the District. Section 8.02 Transition upon Dissolution. In the event all required findings and procedures for the dissolution of the District have been duly, properly, and finally made and satisfied by the City, and unless otherwise mutually agreed by the City and the District pursuant to then existing law, the District agrees that its officers, agents, and representatives shall be directed to cooperate with the City in any and all respects reasonably necessary to facilitate the dissolution of the District and the transfer of the District Assets to and the assumption of the District Obligations by the City. ARTICLE IX MATERIAL BREACH, NOTICE AND REMEDIES Section 9.01 Material Breach of Agreement. (a) The parties acknowledge and agree that any substantial deviation by the District from the material terms of this Agreement would frustrate the intent of this Agreement and, therefore, would be a material breach of this Agreement. By way of example, a substantial deviation from the material terms of this Agreement by the District would be the failure of the District to obtain approval from the City prior to annexing an additional property into the District as provided for herein. (b) The parties acknowledge and agree that any substantial deviation by the City from the material terms of this Agreement would frustrate the intent of this Agreement and, therefore, would be a material breach of this Agreement. By way of example, a substantial deviation from the material terms of this Agreement would be an attempt by the City to dissolve the District other than as provided for herein. (c) In the event that a party to this Agreement believes that another party has, by act or omission, committed a material breach of this Agreement, the provisions of this Article IX shall provide the sole remedies for such default, unless otherwise specifically provided herein. 11 Section 9.02 Notice of District's Default. (a) The City shall notify the District in writing of an alleged failure by the District to comply with a provision of this Agreement, which notice shall specify the alleged failure with reasonable particularity. The District shall, within thirty (30) days after receipt of such notice or such longer period of time as the City may specify in such notice, either cure such alleged failure or, in a written response to the City, either present facts and arguments in refutation or excuse of such alleged failure or state that such alleged failure will be cured and set forth the method and time schedule for accomplishing such cure. (b) The City shall determine (i) whether a failure to comply with a provision has occurred; (ii) whether such failure is excusable; and (iii) whether such failure has been cured or will be cured by the District. The District shall make available and deliver to the City, if requested, any records, documents or other information necessary to make the determination without charge. (c) In the event that the City determines that such failure has not occurred, or that such failure either has been or will be cured in a manner and in accordance with a schedule reasonably satisfactory to the City, or that such failure is excusable, such determination shall conclude the investigation. (d) If the City determines that a failure to comply with a provision has occurred and that such failure is not excusable and has not been or will not be cured by the District in a manner and in accordance with a schedule reasonably satisfactory to the City, then the City may pursue the remedies provided in Section 9.04. Section 9.03 Notice of City's Default. (a) The District shall notify the City in writing of an alleged failure by the City to comply with a provision of this Agreement, which notice shall specify the alleged failure with reasonable particularity. The City shall, within 30 days after receipt of such notice or such longer period of time as the District may specify in such notice, either cure such alleged failure or, in a written response to the District, either present facts and arguments in refutation or excuse of such alleged failure or state that such alleged failure will be cured and set forth the method and time schedule for accomplishing such cure. (b) The District shall determine (i) whether a failure to comply with a provision has occurred; (ii) whether such failure is excusable; and (iii) whether such failure has been cured or will be cured by the City. The City shall make available and deliver to the District, if requested, any records, documents or other information necessary to make the determination without charge. (c) In the event that the District determines that such failure has not occurred, or that such failure either has been or will be cured in a manner and in accordance with a schedule reasonably 12 satisfactory to the District, or that such failure is excusable, such determination shall conclude the investigation. (d) If the District determines that a failure to comply with a provision has occurred and that such failure is not excusable and has not been or will not be cured by the City in a manner and in accordance with a schedule reasonably satisfactory to the District, then the District may pursue the remedies provided in Section 9.04. Section 9.04 Remedies. (a) In the event of a determination by the City that the District has committed a material breach of this Agreement the City may, subject to the provisions of Section 9.02, file suit in a competent jurisdiction in Harris County, Texas, and seek either (1) specific performance, (ii) injunctive relief, (iii) an action under the Uniform Declaratory Judgment Act, or (iv) termination of this Agreement. (b) In the event of a determination by the District that the City has committed a material breach of this Agreement, the District may, subject to the provisions of Section 9.03, file suit in a court of competent jurisdiction in Harris County, Texas, and seek (1) specific performance, (ii) injunctive relief, (iii) an action under the Uniform Declaratory Judgment Act, or (iv) termination of this Agreement. If the District terminates the Agreement, the City may, at its sole option, convey the City Facilities and Facilities previously conveyed by the District to the City back to the District, and the District shall thereafter operate, maintain, and repair same. (c) Neither party shall be liable for any monetary damages of the other party for any reason whatsoever, including punitive damages, exemplary damages, consequential damages or attorneys' fees. ARTICLE X BINDING AGREEMENT, TERM, AND AMENDMENT Section 10.01 Beneficiaries. This Agreement shall bind and inure to the benefit of the City and the District, their successors and assigns, including any additional districts created by division of the District. Section 10.02 Term. This Agreement shall remain in effect until the earlier to occur of (i) the dissolution of the District by the City or (ii) the expiration of thirty (30) years from the date hereof. Section 10.03 Termination. In the event this Agreement is terminated as provided in this Agreement or is terminated pursuant to other provisions, or is terminated by mutual agreement of the parties, the parties shall promptly execute and file of record, in the Real Property Records of Harris County, Texas, a document confirming the termination of this Agreement, and such other documents as may be appropriate to reflect the basis upon which such termination occurred. 13 Section 10.04 Amendment. This Agreement may be amended only upon written amendment executed by the parties affected by such amendment. ARTICLE XI MISCELLANEOUS PROVISIONS Section 11.01 Notice. The parties contemplate that they will engage in informal communications with respect to the subject matter of this Agreement. However, any formal notices or shall be given in writing addressed to the party to be notified at the address set forth below for such party, (a) by delivering the same in person, (b) by depositing the same in the United States Mail, certified or registered, return receipt requested, postage prepaid, addressed to the party to be notified; (c) by depositing the same with FedEx or another nationally recognized courier service guaranteeing "next day delivery," addressed to the party to be notified, or (d) by sending the same by telefax with confirming copy sent by mail. Notice deposited in the United States mail in the manner herein above described shall be deemed effective from and after three (3) days after the date of such deposit. Notice given in any other manner shall be effective only if and when received by the party to be notified. For the purposes of notice, the addresses of the parties, until changed as provided below, shall be as follows: City: City of La Porte 604 W. Fairmont Parkway La Porte, Texas 77571 Attn: City Secretary With copy to: Mr. Clark Askins Askins & Askins 702 W. Fairmont Parkway La Porte, Texas 77571 14 Developer: Beazer Homes Texas, L.P. Attn: Mr. Jeff Anderson 10235 West Little York, Suite 200 Houston, TX 77040 District: Allen Boone Humphries Robinson LLP Attn: Jim Boone 3200 Southwest Freeway, Suite 2600 Houston, Texas 77027 The parties shall have the right from time to time to change their respective addresses, and each shall have the right to specify as its address any other address within the United States of America by giving at least 5 days written notice to the other parties. If any date or any period provided in this Agreement ends on a Saturday, Sunday, or legal holiday, the applicable period for calculating the notice shall be extended to the first business day following such Saturday, Sunday or legal holiday. Section 11.02 Severability by Court Action. Unless the court applies Section 11.03, if any provision of this Agreement or the application thereof to any person or circumstance is ever judicially declared invalid, such provision shall be deemed severed from this Agreement, and the remaining portions of this Agreement shall remain in effect. Section 11.03 Invalid Provisions. If any provision of this Agreement or the application thereof to any person or circumstance is prohibited by or invalid under applicable law, it shall be deemed modified to conform with the minimum requirements of such law, or, if for any reason it is not deemed so modified, it shall be prohibited or invalid only to the extent of such prohibition or invalidity without the remainder thereof or any such other provision being prohibited or invalid. Section 11.04 Waiver. Any failure by a party hereto to insist upon strict performance by the other party of any provision of this Agreement shall not be deemed a waiver thereof or of any other provision hereof, and such party shall have the right at any time thereafter to insist upon strict performance of any and all of the provisions of this Agreement. Section 11.05 Applicable Law and Venue. The construction and validity of this Agreement shall be governed by the laws of the State of Texas without regard to cont1icts of law principles. Venue shall be in Harris County, Texas. Section 11.06 Reservation of Rights. To the extent not inconsistent with this Agreement, each party reserves all rights, privileges, and immunities under applicable laws, including sovereign immunity, except to enforce any rights and remedies under this Agreement. Section 11.07 Further Documents. The parties agree that at any time after execution of this Agreement, they will, upon request of another party, execute and deliver such further documents 15 and do such further acts and things as the other party may reasonably request in order to effectuate the terms of this Agreement. Section 11.08 Incorporation of Exhibits and Other Documents by Reference. All Exhibits and other documents attached to or referred to in this Agreement are incorporated herein by reference for the purposes set forth in this Agreement. Exhibit A to the Original Agreement is hereby deleted and replaced with Exhibit A attached hereto. Section 11.9 Effect of State and Federal Laws. Notwithstanding any other provision of this Agreement, the District shall comply with all applicable statutes or regulations of the United States and the State of Texas, as well as any City ordinances to the extent not in conflict with this Agreement, and any rules implementing such statutes or regulations. Section 11.10 Authority for Execution. The City hereby certifies, represents, and warrants that the execution of this Agreement is duly authorized and adopted in conformity with City ordinances. The District hereby certifies, represents, and warrants that the execution of this Agreement is duly authorized and adopted by the District's board of directors. Section 11.11 Creation of the District. The rights, duties and obligations of the District hereunder shall be the rights, duties and obligations of Developer. Upon the creation of and confirmation of the District, the District shall automatically assume all rights, duties and obligations of Developer under this Agreement and Developer shall have no further liability under this Agreement, without any further action by the District, Developer, or the City being necessary. Section 11.12 Force Majeure. In the event any party is rendered unable, wholly or in part, by force majeure to carry out any of its obligations under this Agreement, except the obligation to pay amounts owed or required to be paid pursuant to the terms of this Agreement, then the obligations of such party, to the extent affected by such force majeure and to the extent that due diligence is being used to resume performance at the earliest practicable time, shall be suspended during the continuance of any inability so caused to the extent provided but for no longer period. As soon as reasonably possible after the occurrence of the force majeure relied upon, the party whose contractual obligations are affected thereby shall give notice and full particulars of such force majeure to the other party. Such cause, as far as possible, shall be remedied with all reasonable diligence. The term ation of the generality thereof, acts of God, strikes, lockouts, or other industrial disturbances, acts of the public enemy, orders of any kind of the government of the United States or the State of Texas or any civil or military authority, insurrections, riots, epidemics, landslides, lightning, earthquakes, fires, hurricanes, storms, floods, washouts, drought, arrests, restraint of government, civil disturbances, explosions, breakage or accidents to machinery, pipelines or canals, partial or entire failure of water supply resulting in an inability to provide water necessary for operation of the water and wastewater systems hereunder, and any other inabilities of any party, whether similar to those enumerated or otherwise, which are not within the control of the party claiming such inability, which such party could not have avoided by the exercise of due diligence and care. 16 Section 11.13 Parties in Interest. This Agreement shall be for the sole and exclusive benefit of the parties hereto and shall not be construed to confer any rights upon any third parties. Section 11.14 Merger. This Agreement embodies the entire understanding between the parties and there are no representations, warranties, or agreements between the parties covering the subject matter of this Agreement other than the Consent Ordinance between the City and the District. If any provisions of the Consent Ordinance appear to be inconsistent or in conflict with the provisions of this Agreement, then the provisions contained in this Agreement shall be interpreted in a way which is consistent with the Consent Ordinance. Section 11.15 Modification. This Agreement shall be subject to change or modification only with the mutual written consent of the City and the District. Section 11.16 Captions. The captions of each section of this Agreement are inserted solely for convenience and shall never be given effect in construing the duties, obligations or liabilities of the parties hereto or any provisions hereof, or in ascertaining the intent of either party, with respect to the provisions hereof. Section 11.17 Interpretations. This Agreement and the terms and provisions hereof shall be liberally construed to effectuate the purposes set forth herein and to sustain the validity of this Agreement. Section 11.18 Voter Trailer. The City agrees that a trailer may be located on the Tract to provide housing for voters in connection with the election to confirm the District, authorize bonds for the District, and elect the initial board of directors for the District; provided, however, that the trailer may not be located on the Tract for a period of time exceeding 8 months. 17 IN WITNESS WHEREOF, the parties hereto have executed this Agreement in multiple copies, each of equal dignity, as of the date first given above. THE CITY OF LA PORTE, TEXAS By: ATTEST: Mayor By City Secretary (SEAL) APPROVED AS TO FORM: By: City Attorney THE STATE OF TEXAS § § COUNTY OF HARRIS § This instrument was acknowledged before me on the _____ day of ______________, 2018, by ____________________, Mayor of the City of La Porte, Texas. Notary Public, State of Texas \[Official Notary Stamp\] 18 BEAZER HOMES TEXAS, L.P., a Delaware limited partnership By: Beazer Homes Texas Holdings Inc., a Delaware corporation, its general partner By: Name: Title: THE STATE OF TEXAS § § COUNTY OF HARRIS § This instrument was acknowledged before me, the undersigned authority, this _____ day of April, 2018, by ______________________________, _______________ of Beazer Homes Texas Holdings, Inc., a Delaware corporation, general partner of Beazer Homes Texas, L.P., a Delaware limited partnership, on behalf of said Delaware corporation and Delaware limited partnership. Notary Public, State of Texas \[Official Notary Stamp\] 19 Exhibits ALegal Description of Tract 20 Exhibit A 21 22 23 24 REQUEST FOR CITY COUNCIL AGENDA ITEM Budget Agenda Date Requested: April 23, 2018 Source of Funds: 015, 051 Requested By: Don Pennell Account Number: 033-7071-531-1100 Department: Public Works 051-7071-531-1100 Report: Resolution: Ordinance: Amount Budgeted: 033 $100,000 051 $1,110,000 Exhibit: Coupland Drainage Analysis Amount Requested: $135,835 Exhibit: Harris County Preliminary Drainage Approval Budgeted Item: YES /NO Exhibit: HDR Inc. Design Proposal SUMMARY & RECOMMENDATION The Fiscal Years 2016 and 2017 budgets include an allocation for the design and construction of Coupland Drive improvements. The drainage analysis and drainage improvement approval by Harris County was completed during 2016 and 2017. Design and construction were delayed for progress on the Lomax Lift Station Consolidation Project to align with the Coupland Drive project. This will allow for survey, utility verification, design, and drainage construction coordination along North L Street to be managed at the same time with a cost reduction for the Coupland Drive project. Through the Request for Qualifications RFQ 17602 for Professional Engineering Services for the Lomax Area Lift Station Consolidation Project HDR Inc. was awarded the design contract for the project at the November 13, 2017 Council meeting. Staff requested a proposal from HDR Inc. for design, bid and construction phase services for the Coupland Drive Improvements project. The price proposal submitted by HDR Inc. (attached) total is $135,835.00. Benefits: The project will address a low rated concrete street identified in the 2017 comprehensive street inspection report. The project will address drainage and flooding concerns of the residents. The design and construction phases of the Coupland and Lomax Lift Station Consolidation projects can be managed and coordinated through one design firm. Liabilities: Deferring the project construction would add to future year maintenance responsibilities unless substituted with a like project. Drainage and flooding problems will continue. Operating Costs: Slight decrease in operating costs. Staff recommends awarding the contract for design, bidding and construction phase services for Coupland Drive Improvements to HDR Inc. Action Required by Council: Consider approval or other action to authorize the City Manager to enter into a professional services contract with HDR Inc. for the design, bidding, and construction phase services for the Coupland Drive Improvements in the amount of $135,835.00. Approved for City Council Agenda Corby D. Alexander, City Manager Date 4 ¡«¤ ®¥ #®­³¤­³² EXECUTIVE SUMMARY ...........................................................................................................iii 1. INTRODUCTION ................................................................................................................ 1 1.1. Project Name and Purpose .......................................................................................... 1 1.2. Project Limits ............................................................................................................... 1 1.3. Project Objectives ........................................................................................................ 1 1.4. Prior Studies ................................................................................................................ 1 2. EXISTING CONDITION ...................................................................................................... 1 2.1. Location and Topography ............................................................................................ 1 2.2. Land Use ..................................................................................................................... 1 2.3. Pipelines and Utilities ................................................................................................... 1 3. HYDROLOGY ..................................................................................................................... 2 3.1. Analysis Objective........................................................................................................ 2 3.2. Hydrologic Methodology............................................................................................... 2 3.3. Hydraulic Methodology ................................................................................................ 2 3.4. Pre-Project Conditions ................................................................................................. 3 4. PROPOSED CONDITION ................................................................................................... 3 4.1. Proposed Improvements .............................................................................................. 3 4.2. Hydrologic Analysis ...................................................................................................... 3 4.3. Hydraulic Analysis........................................................................................................ 4 5. Conclusion .......................................................................................................................... 5 EXHIBITS 1. VICINITY MAP 2. PROJECT LOCATION MAP 3. EFFECT HEC-RAS CROSS SECTION MAP 4. TSARP CATCHEMENT MAP 5. FEMA FLOODPLAIN MAP 6. DRAINAGE AREA MAP 7. EXISTING XPSWMM NODE MAP 8. PROPOSED XPSWMM NODE MAP 9. PROPOSED CONDITION i APPENDICES 1. EFFECTIVE FEMA PANEL 2. EXISTING XPSWMM LAYOUT 3. PROPOSED XPSWMM LAYOUT 4. EXISTING XPSWMM OUTPUT 5. PROPOSED XPSWMM OUTPUT ii EXECUTIVE SUMMARY This study was performed to analyze what impacts would result from the proposed storm sewer improvements along Coupland Drive on Big Island Slough (HCFCD Unit# B106-00-00) and the mitigation required to have no adverse impacts. B106-06-00 is a tributary to Armand Bayou (HCFCD Unit# B100-00-00) and is a FEMA studied stream. The project area outfall is located within the 100-year floodplain of Big Island Slough. The project site is located east of Big Island Slough, south of L Street, and West of Lomax School Road in La Porte, Texas.The existing sheet flow flows north along Coupland Drive to inlets located at each entrance to the subdivision which outfalls to the road side ditch along L Street. The road side ditch flows west to Big Island Slough, which flows south. The total contributing area for this project consists of approximately 25 acres of residential area with lots ranging in size from ¼ acre to 2 acre lots. The contributing area was split into five sub- catchments.The hydrographs used in the XPSWMM model were obtained from the effective HEC-HMS model for Big Island Slough upstream of the project outfall and generated within XPSWMM version 2016 using the hyetographs from the effective HEC-HMS model for the existing and proposed conditions. The peak flow rate in the existing condition for the roadside ditch along L Street is 44.62 cfs, 56.96 cfs and 92.34 cfs for the 5-, 10- and 100-year storm events, respectively. The proposed storm sewer improvements include re-sloping Coupland Drive to drain towards inlets located in the back of the subdivision. The inlets will drain into proposed storm sewer RCP. This storm sewer will then flow underneath the existing roadside ditch along L Street to a combined outfall with the existing roadside ditch to Big Island Slough. The proposed storm sewer underneath the existing ditch on L Street and the combined outfall will need to These improvements will result in no net fill within the Big Island Slough 100-year floodplain. The proposed storm sewer was sized for the 5 year storm event, per the City of La Porte drainage criteria. The resulting water surface elevations show that the proposed storm sewer improvements will have no adverse impact on the channel or surrounding properties for the 5-, 10-, and 100-year storm events. iii 1. INTRODUCTION 1.1. Project Name and Purpose Coupland Drive Paving and Drainage Improvements Impact Analysis La Porte, Texas The purpose of this study is to analyze the effects of providing storm sewer improvements to Coupland Drive to drain through storm sewer to Big Island Slough. 1.2. Project Limits The project site is located east of Big Island Slough, south of L Street, and West of Lomax School Road. The project is in La Porte, Texas, see Exhibit 1 Vicinity Map and Exhibit 2 Project Location Map. 1.3. Project Objectives The project objective is to provide drainage improvements to Coupland Drive by incorporating a storm sewer system without causing adverse effects to Big Island Slough for the 5-, 10-, or 100-year storm event. 1.4. Prior Studies Big Island Slough does have FEMA effective HEC-RAS and HEC-HMS models that were used for the purposes of this project, see Exhibit 3 Effective HEC-RAS Cross Section Map and Exhibit 4 Effective HEC-HMS Drainage Area Map. The effective models were obtained from the HCFCD Model and Map Management system. 2. EXISTING CONDITION 2.1. Location and Topography Coupland Drive is located on the east side of Big Island Slough and on the south side of L Street in La Porte, Texas. The subdivision currently drains north through curb and gutter and outfalls to the roadside ditch along L Street which continues west to outfall to Big Island Slough.Big Island Slough is part of the Armand Bayou watershed. The existing outfall pipe lies within the floodway of Big Island Slough, see Exhibit 5 FEMA Floodplain Map. Theculvert replacement will have no net fill within the floodplain. 2.2. Land Use The region contributing flow to the existing roadside ditch consists of residential area of ¼ acre lots and greater than 2 acre lots, which equates to 67 percent and 50 percent impervious cover respectively. 2.3. Pipelines and Utilities 1 There are several pipelines that cross under the existing roadside ditch along L Street downstream of Coupland Drive. These pipelines consist of 5 gas pipelines: Kinder Morgan natural gas pipeline ExxonMobil butylene pipeline.The existing roadside ditch flow above these pipelines. However, since these pipelines are located between 2.5 ft and 4 ft below the existing ditch, a siphon is proposed to avoid conflict with the existing pipelines. Construction of the proposed storm sewer will be coordinated with the respective owners. 3. HYDROLOGY 3.1. Analysis Objective The objectives of the Hydrologic and Hydraulic analyses are to determine peak flows and water surface elevations from the contributing drainage areas along the roadside ditch to the outfall to Big Island Slough for the existing and proposed 5-, 10-, and 100- year storm events. 3.2. Hydrologic Methodology The drainage areas for Coupland Drive and the other contributing areas were established using 2008 LiDAR, aerial imagery, Google Earth imagery, and survey data. Approximately 25 acres drain to the outfall at Big Island Slough, see Exhibit 6 Drainage Area Map. Peak flows in the project area were calculated based Harris County Flood Control Districts (HCFCD) Hydrology and Hydraulics Manual methodology. The hydrograph for the offsite area draining to Big Island Slough upstream of the project outfall was taken from the effective HEC-HMS model at node B106A and used in XPSWMM to model Big Island Slough. The rational method was used to calculate peak flows for the drainage area along L Street and Coupland Drive and the small watershed method was used to create hydrographs used in the XPSWMM model. Peak flows are calculated based on drainage area size, land use, and rainfall intensity for the desired storm event.The formulas used in the Small Watershed Method are available in Section 3.3.2 of the HCFCD Hydrology and Hydraulics Manual. Using the methods above, the peak flows of Big Island Slough at the upstream end of the study,at the L Street outfall, and at the downstream end of the study were calculated, see Table 1 Hydrologic Calculations. 3.3. Hydraulic Methodology Existing and proposed XPSWMM models were created for the project area and Big Island Slough in the 2016 version. Maps and layouts of the XPSWMM nodes can be found in Exhibits 7 for Existing XPSWMM andExhibit 8 for Proposed XPSWMM. The cross sections from the effective HEC-RAS model were used to model Big Island Slough 2 in XPSWMM, see Exhibit 3 HEC-RAS Cross Section Map. The existing condition model is based on survey data, 2008 LiDAR, and the peak flows from the hydrological analysis described in the section above.The proposed improvements were modeled by modifying the existing condition model to include the proposed storm sewer. Water surface elevations from the existing and proposed condition XPSWMM models were compared to determine the impacts of the proposed storm sewer routing. Table 2 shows the water surface elevations upstream and downstream of the outfall from the HEC-RAS models and Table 3 shows water surface elevations from the XPSWMM model. Both tables show no impacts along the system and along the channel. 3.4. Pre-Project Conditions As discussed above, Big Island Slough is a modeled HCFCD channel and the subdivision currently drains through inlets on the north side of the subdivision to the road side ditch along L Street. Coupland Drive is to be re-sloped and storm sewer is to be placed along the subdivision with inlets now located at the south end of the subdivision. The storm sewer will be routed underneath the existing roadside ditch along L Street and 4. PROPOSED CONDITION 4.1. Proposed Improvements The proposed improvements to Coupland Drive include replacing the existing curb and gutter in the subdivision with a re-sloped curb and gutter street with inlets located on the south end of the subdivision that drain into will then be routed underneath the existing roadside ditch along L Street to a combined outfall to Big Island Slough. The proposed storm sewer Theto due to a decrease in velocity in the proposed condition. will be used to avoid conflict with the existing pipelines that cross the roadside ditch west of Coupland Drive. A restrictor will be utilized to mitigate the increase in flows due to higher velocities in the proposed pipes. This restrictor will be located just before the combined outfall to Big Island Slough. See Exhibit 9 Proposed Condition. 4.2. Hydrologic Analysis No changes are proposed to the hydrology created to represent the existing condition, therefore the peak flows remain the same for both the existing and proposed conditions, see Table 1 3 4.3. Hydraulic Analysis The XPSWMM model shows that rerouting Coupland Drive through storm sewer will have no adverse impacts, see Table 4. Table 1 Hydrologic Calculations Drainage Area Name A01 A02 A03 A04A A04B XPSWMM Node Node19 Node18 Node17 Node34 Node39 C 0.5 0.6 0.6 0.6 0.5 I (in/hr) 3.96 4.12 4.49 4.10 4.24 A (ac) 12.24 4.87 0.36 5.21 2.27 TC (min) 30.54 28.22 23.35 28.37 26.55 Q (cfs) 24.23 12.03 0.97 12.83 4.81 %Imp 50% 67% 67% 67% 50% Table 2 Existing and Proposed Peak Flow Comparison Big Island Slough Frequency5-Year10-Year100-Year Existing670.12850.001448.4 Proposed666.01846.451445.5 Table 3 100-YRWater Surface Elevations from HEC-RAS Cross Sections FEMA Revised Proposed Station Effective Existing Proposed Increase 0.00 34898.81 22.49 22.47 22.47 0.00 34675.54 22.42 22.4 22.4 0.00 33904.71 22.17 22.14 22.15 0.00 32723.5 21.87 21.85 21.85 0.00 32685.24 21.84 21.82 21.82 32585.4 L Street 0.00 32485.56 21.74 21.73 21.73 0.00 32292.9 21.65 21.65 21.65 0.00 31793.46 21.51 21.5 21.5 0.00 31048.03 21.31 21.31 21.31 0.00 31028.02 21.31 21.3 21.3 0.00 30827.98 21.24 21.24 21.24 4 Table 4 100-YRWater Surface Elevations from XPSWMM Model Proposed Node Name Existing Proposed Increase Node13 25.334 24.797 -0.537 Node14 25.312 24.78 -0.532 Node15 25.307 24.753 -0.554 Node16 25.283 24.737 -0.546 Node17 25.289 24.742 -0.547 Node18.1.1 25.268 24.747 -0.521 Node19 25.242 24.72 -0.522 Node20 25.134 24.63 -0.504 Node21 25.103 24.612 -0.491 Node22 24.991 24.522 -0.469 Node23 24.942 24.487 -0.455 Node24 24.835 24.421 -0.414 Node25 24.588 24.227 -0.361 Node26 23.603 23.176 -0.427 Node27 23.6 23.175 -0.425 Node28 22.894 22.891 -0.003 Node31 22.934 22.931 -0.003 Node33 22.823 22.821 -0.002 Node34.1.1 25.373 24.924 -0.449 Node35 22.942 22.939 -0.003 Node36 22.809 22.806 -0.003 Node37 22.734 22.731 -0.003 Node39 25.392 24.935 -0.457 Node41 22.736 22.733 -0.003 5. Conclusion The proposed storm sewer placement on Coupland Drive, with the use of a siphon and restrictor, will have no adverse impact to the outfall channel, Big Island Slough, or surrounding properties. This project will also result in no net fill to the floodplain for Big Island Slough. 5 ) h g 00u 6- -0lo 6 10 B S d n a l Is g i B ( 0 0 - 0 0 - 6 0 1 B 0 -0 5 -0 6 0 1 B 0 0 - 1 1 - 4 0 1 A F 12 0-6 0-4 0 0 -0 -00 03 F3 ) lly u G g rin p (S 00 -0 00 9- 0 B1 0 - 0 0 - 5 0 1 B 11B 0-2 00-0 W( wolli rpS sgni aB )uoy 1 -0 03 2- 11 B 0 -0 5 -0 2 11 B 0 0 6- -0 2 11 B 0 0 - 2 0 - 1 1 1 B 03 6- -0 1 10 F u o a d e B C 0 1 0Q -0 0 0 - 0 0 - 6 0 1 B d n la Is g i B ( ) h g 0u -0o 06l 6-S 0 1 B 0 0 - 5 0 - 6 0 1 B v y r ta ibu Tr ( n00 - 02 2- 11 B w lo il W to 8 .7 1 n u) o ay B s ng ri Sp 2F 0 -0 1 2F -61 -40 00 01-00-99 ) u o ay B 0-00- 0 2 e C0 e 1 A ) u o y a B r 0 - 0 7-0 -0 01 F1 A 5 0 - 6 0 1 B a B w - o 7 C 0 ( 1 A G g in pr (S -00 -00 9 10 B 0 aBsgnirp )uoySw ol0 l i - W o t 0 - 1yratubirT(00-4 87.2 0 0 1 11 B B p wS0 illor (Wi 0n gB 0 B 0 a 0 - y o8 u) 0 - 4 0 0 - 0-211B 00-6 ) 1 . 2 - 3 0 - 4 000 0- 4-1 00B 11 B 2 -0 4 4-0 0 B1 1 0 - 5 00 -0 1 -0 13 1 B 1 B 0 -0 6 -0 04 1 B 04 - 04 - 04 1 B 3 1 4- -0 4 10 B ) yk r a t - 3 B - c 1 n 0 i 1 IV 1 0 - 5 0 - 9 1 1 A D R L O O H C S X A M O L R D ND A L P U O C E ) h g u o l S d n a l s I g i B ( 0 0 - 0 0 - 6 0 1 B N L K R A L W O D A E M T C O H C U A G D R L O O H C S X A M O L R D D N A PL U O C E ) h g u o l S d n a l s I g i B ( 0 0 - 0 0 - 6 0 1 B N L K R A L W O D A E M T C O H C U A G E !S M PP I TD Y! 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Coupland_Exist5yr.out DefaultevaporationrateusedIVAP.............0 HourofdayatstartofstormNHR..............0 MinuteofhouratstartofstormNMN...........0 TimeTZEROatstartofstorm(hours).............0.000 UseU.S.CustomaryunitsformostI/OMETRIC...0 Runoffinputprintcontrol...0 Runoffgraphplotcontrol....0 Runoffoutputprintcontrol..0 Limitnumberofgroundwaterconvergencemessagesto10000 Printheadersevery50linesNOHEAD(0=yes,1=no)0 PrintlanduseloadpercentagesLANDUPR(0=no,1=yes)0 Month,day,yearofstartofstormis:1/1/2016 Wettimesteplength(seconds).......60.0 Drytimesteplength(seconds).......86400.0 Wet/Drytimesteplength(seconds)...60.0 Simulationlengthis......48.0Hours IfHortoninfiltrationmodelisbeingused Amixtureofinfiltrationoptionsmaybeusedin XPSWMMasawatershedspecificoption. Rateforregenerationofinfiltration=REGEN*DECAY Decayisreadinforeachsubcatchment REGEN=.............................................0.01000 Raingage#................................1 KTYPERainfallinputtype..............0 NHISTOTotalnumberofrainfallvalues..899 KINCRainfallvalues(pairs)perline..10 KPRINTPrintrainfall(0Yes,1No).......0 KTIMEPrecipitationtimeunits 0>Minutes1>Hours................0 KPREPPrecipitationunittype 0>Intensity1>Volume.............1 KTHISVariablerainfallintervals 0>No,>=1>Yes....................0 THISTORainfalltimeinterval...........5.00 TZRAINStartingtime(KTIMEunits).......0.00 ###################################### #RainfallinputsummaryfromRunoff# ###################################### Totalrainfallforgage#1is6.4200inches Page5 Coupland_Exist5yr.out ############################# #DataGroupF1# #EvaporationRate(in/day)# ############################# JAN.FEB.MAR.APR.MAYJUN.JUL.AUG.SEP.OCT.NOVDEC. 0.1000.1000.1000.1000.1000.1000.1000.1000.1000.1000.1000.100 ################################################### #TableR1.SUBCATCHMENTDATA# #PhysicalHydrologyData# ################################################### DeprsDeprsPrcnt Per sionsionZero SubcatchmentChannelWidthAreacentSlope "n""n"StorgeStrgeDeten NumberNameorinlet(ft)(ac)Impervft/ft ImprvPervImprvPervtion ========================================================================= ========================= 1Node39#1Node3916.0002.270050.000.002 0.0140.0300.0000.00025.00 2Node34.1.1#1Node34.1.144.3005.200067.000.002 0.0140.0300.0000.00025.00 3Node17#1Node173.4000.3600067.000.002 0.0140.0300.0000.00025.00 4Node18.1.1#1Node18.1.141.6004.870067.000.002 0.0140.0300.0000.00025.00 5Node19#1Node1976.50012.24050.000.002 0.0140.0300.0000.00025.00 ################################################################################### #################### #TableR2.SUBCATCHMENTDATA # #InfiltrationorTimeofConcentrationData # # # #InfiltrationTypeInfl#1(#5)Infl#2(#6)Infl#3(#7) Infl#4(#8)# #SCS>CompCNTimeConcShapeFactor Page6 Coupland_Exist5yr.out DepthorFraction# #SBUH>CompCNTimeConcN/A N/A# #GreenAmpt>SuctionHydrCondInitialMD N/A# #Horton>MaxRateMinRateDecayRate(1/sec) Max.Infilt.Volume# #Proportional>ConstantN/AN/A N/A# #Initial/ContLoss>InitialContinuingN/A N/A# #Initial/Proportional>InitialConstantN/A N/A# #LaurensonParameters>BValuePervious"n"ImperviousCont Exponent# #RationalFormula>TcMethodFlowPathLengthFlowPathSlope RoughnessorRetardance# #(#1#4isImperviousData/#5#8isPervious Data)# #RationalFormulaTcMethod:1=Constant # #2=Friend'sEquation # #3=KinematicWave # #4=AlamedaMethod # #5=Izzard'sFormula # #6=Kerby'sEquation # #7=Kirpich'sEquation # #8=BransbyWilliamsEquation # #9=FederalAviationAuthority Equation# ################################################################################### #################### SubcatchmentInflInflInflInflInfl InflInflInfl NumberName#1#2#3#4#5# 6#7#8 ===================================================================== =========================== 1Node39#112.4500.0240.385 2Node34.1.1#112.4500.0240.385 Page7 Coupland_Exist5yr.out 3Node17#112.4500.0240.385 4Node18.1.1#112.4500.0240.385 5Node19#112.4500.0240.385 ############################################################ #TableR3.SUBCATCHMENTDATA# #RainfallandInfiltrationDatabaseNames# ############################################################ SubcatchmentGageInfiltrationRouting NumberNameNoTypeType ================================================================= 1Node39#11GreenAmptNonlinearreservoir 2Node34.1.1#11GreenAmptNonlinearreservoir 3Node17#11GreenAmptNonlinearreservoir 4Node18.1.1#11GreenAmptNonlinearreservoir 5Node19#11GreenAmptNonlinearreservoir TotalNumberofSubcatchments...5 TotalTributaryArea(acres)....24.94 ImperviousArea(acres).........14.24 PerviousArea(acres)...........10.70 TotalWidth(feet)..............181.80 ImperviousArea(%).............57.11 ################################################### #SUBCATCHMENTDATA# #Default,Ratiovaluesforsubcatchmentdata# #Usedwiththecalibratenodeintherunoff.# #1width2area3impervious%# #4slope5imp"n"6perv"n"# #7impds8pervds91stinfil# #102ndinfil113rdinfil# ################################################### Column1234567 891011 Default0.00000.00000.00000.00000.00000.00000.0000 0.00000.00000.00000.0000 Ratio1.00001.00001.00001.00001.00001.00001.0000 1.00001.00001.00001.0000 ********************************************************* *ArrangementofSubcatchmentsandChannel/Pipes* ********************************************************* Page8 Coupland_Exist5yr.out Inlet Node39NoTributaryChannel/Pipes TributarySubareas........Node39#1 Node34.1.1NoTributaryChannel/Pipes TributarySubareas........Node34.1.1#1 Node17NoTributaryChannel/Pipes TributarySubareas........Node17#1 Node18.1.1NoTributaryChannel/Pipes TributarySubareas........Node18.1.1#1 Node19NoTributaryChannel/Pipes TributarySubareas........Node19#1 *********************************************************** *Hydrographswillbestoredforthefollowing5INLETS* *********************************************************** Node39Node34.1.1Node17 Node18.1.1Node19 ************************************************ *QualitySimulationnotincludedinthisrun* ************************************************ *************************************************** *PrecipitationInterfaceFileSummary* *Numberofprecipitationstation....1* *************************************************** LocationStationNumber 1.1 XXXEndofHeaderSectionXXX ####################################################### #EntrymadetotheHYDRAULICLayerofXPSWMM# #LastUpdatedinJune,2014byXPSolutions# ####################################################### #EntrymadetotheRunoffLayer(Block)ofSWMM# #LastUpdatedJune,2014byXPSolutions# *==========================================================* Page9 Coupland_Exist5yr.out |RUNOFFTABLESINTHEOUTPUTFILE.| |Thesearethemoreimportanttablesintheoutputfile.| |Youcanuseyoureditortofindthetablenumbers,| |forexample:searchforTableR3tocheckcontinuity.| |ThisoutputfilecanbeimportedintoaWordProcessor| |andprintedonUSletterorA4paperusingportrait| |mode,courierfont,asizeof8pt.andmarginsof0.75| || |TableR1PhysicalHydrologyData| |TableR2Infiltrationdata| |TableR3RaingageandInfiltrationDatabaseNames| |TableR4GroundwaterData| |TableR5ContinuityCheckforSurfaceWater| |TableR6ContinuityCheckforChannels/Pipes| |TableR7ContinuityCheckforSubsurfaceWater| |TableR8Infiltration/InflowContinuityCheck| |TableR9SummaryStatisticsforSubcatchments| |TableR10SensitivityanlysisforSubcatchments| *==========================================================* A1 ########################################### #RUNOFFJOBCONTROL# ########################################### SnowmeltparameterISNOW.......................0 NumberofraingagesNRGAG.....................1 QualityisnotsimulatedKWALTY................0 DefaultevaporationrateusedIVAP.............0 HourofdayatstartofstormNHR..............0 MinuteofhouratstartofstormNMN...........0 TimeTZEROatstartofstorm(hours).............0.000 UseU.S.CustomaryunitsformostI/OMETRIC...0 Runoffinputprintcontrol...0 Runoffgraphplotcontrol....0 Runoffoutputprintcontrol..0 Limitnumberofgroundwaterconvergencemessagesto10000 Printheadersevery50linesNOHEAD(0=yes,1=no)0 PrintlanduseloadpercentagesLANDUPR(0=no,1=yes)0 Month,day,yearofstartofstormis:1/1/2016 Wettimesteplength(seconds).......60.0 Drytimesteplength(seconds).......86400.0 Wet/Drytimesteplength(seconds)...60.0 Page10 Coupland_Exist5yr.out Simulationlengthis......48.0Hours IfHortoninfiltrationmodelisbeingused Amixtureofinfiltrationoptionsmaybeusedin XPSWMMasawatershedspecificoption. Rateforregenerationofinfiltration=REGEN*DECAY Decayisreadinforeachsubcatchment REGEN=.............................................0.01000 Raingage#................................1 KTYPERainfallinputtype..............0 NHISTOTotalnumberofrainfallvalues..899 KINCRainfallvalues(pairs)perline..10 KPRINTPrintrainfall(0Yes,1No).......0 KTIMEPrecipitationtimeunits 0>Minutes1>Hours................0 KPREPPrecipitationunittype 0>Intensity1>Volume.............1 KTHISVariablerainfallintervals 0>No,>=1>Yes....................0 THISTORainfalltimeinterval...........5.00 TZRAINStartingtime(KTIMEunits).......0.00 ###################################### #RainfallinputsummaryfromRunoff# ###################################### Totalrainfallforgage#1is6.4200inches ############################# #DataGroupF1# #EvaporationRate(in/day)# ############################# JAN.FEB.MAR.APR.MAYJUN.JUL.AUG.SEP.OCT.NOVDEC. 0.1000.1000.1000.1000.1000.1000.1000.1000.1000.1000.1000.100 ################################################### #TableR1.SUBCATCHMENTDATA# #PhysicalHydrologyData# ################################################### DeprsDeprsPrcnt Page11 Coupland_Exist5yr.out Per sionsionZero SubcatchmentChannelWidthAreacentSlope "n""n"StorgeStrgeDeten NumberNameorinlet(ft)(ac)Impervft/ft ImprvPervImprvPervtion ========================================================================= ========================= 1Node39#1Node3916.0002.270050.000.002 0.0140.0300.0000.00025.00 2Node34.1.1#1Node34.1.144.3005.200067.000.002 0.0140.0300.0000.00025.00 3Node17#1Node173.4000.3600067.000.002 0.0140.0300.0000.00025.00 4Node18.1.1#1Node18.1.141.6004.870067.000.002 0.0140.0300.0000.00025.00 5Node19#1Node1976.50012.24050.000.002 0.0140.0300.0000.00025.00 ################################################################################### #################### #TableR2.SUBCATCHMENTDATA # #InfiltrationorTimeofConcentrationData # # # #InfiltrationTypeInfl#1(#5)Infl#2(#6)Infl#3(#7) Infl#4(#8)# #SCS>CompCNTimeConcShapeFactor DepthorFraction# #SBUH>CompCNTimeConcN/A N/A# #GreenAmpt>SuctionHydrCondInitialMD N/A# #Horton>MaxRateMinRateDecayRate(1/sec) Max.Infilt.Volume# #Proportional>ConstantN/AN/A N/A# #Initial/ContLoss>InitialContinuingN/A N/A# #Initial/Proportional>InitialConstantN/A N/A# #LaurensonParameters>BValuePervious"n"ImperviousCont Exponent# #RationalFormula>TcMethodFlowPathLengthFlowPathSlope RoughnessorRetardance# Page12 Coupland_Exist5yr.out #(#1#4isImperviousData/#5#8isPervious Data)# #RationalFormulaTcMethod:1=Constant # #2=Friend'sEquation # #3=KinematicWave # #4=AlamedaMethod # #5=Izzard'sFormula # #6=Kerby'sEquation # #7=Kirpich'sEquation # #8=BransbyWilliamsEquation # #9=FederalAviationAuthority Equation# ################################################################################### #################### SubcatchmentInflInflInflInflInfl InflInflInfl NumberName#1#2#3#4#5# 6#7#8 ===================================================================== =========================== 1Node39#112.4500.0240.385 2Node34.1.1#112.4500.0240.385 3Node17#112.4500.0240.385 4Node18.1.1#112.4500.0240.385 5Node19#112.4500.0240.385 ############################################################ #TableR3.SUBCATCHMENTDATA# #RainfallandInfiltrationDatabaseNames# ############################################################ SubcatchmentGageInfiltrationRouting NumberNameNoTypeType ================================================================= 1Node39#11GreenAmptNonlinearreservoir 2Node34.1.1#11GreenAmptNonlinearreservoir 3Node17#11GreenAmptNonlinearreservoir 4Node18.1.1#11GreenAmptNonlinearreservoir Page13 Coupland_Exist5yr.out 5Node19#11GreenAmptNonlinearreservoir TotalNumberofSubcatchments...5 TotalTributaryArea(acres)....24.94 ImperviousArea(acres).........14.24 PerviousArea(acres)...........10.70 TotalWidth(feet)..............181.80 ImperviousArea(%).............57.11 ################################################### #SUBCATCHMENTDATA# #Default,Ratiovaluesforsubcatchmentdata# #Usedwiththecalibratenodeintherunoff.# #1width2area3impervious%# #4slope5imp"n"6perv"n"# #7impds8pervds91stinfil# #102ndinfil113rdinfil# ################################################### Column1234567 891011 Default0.00000.00000.00000.00000.00000.00000.0000 0.00000.00000.00000.0000 Ratio1.00001.00001.00001.00001.00001.00001.0000 1.00001.00001.00001.0000 ********************************************************* *ArrangementofSubcatchmentsandChannel/Pipes* ********************************************************* Inlet Node39NoTributaryChannel/Pipes TributarySubareas........Node39#1 Node34.1.1NoTributaryChannel/Pipes TributarySubareas........Node34.1.1#1 Node17NoTributaryChannel/Pipes TributarySubareas........Node17#1 Node18.1.1NoTributaryChannel/Pipes TributarySubareas........Node18.1.1#1 Node19NoTributaryChannel/Pipes TributarySubareas........Node19#1 *********************************************************** *Hydrographswillbestoredforthefollowing5INLETS* *********************************************************** Page14 Coupland_Exist5yr.out Node39Node34.1.1Node17 Node18.1.1Node19 ************************************************ *QualitySimulationnotincludedinthisrun* ************************************************ *************************************************** *PrecipitationInterfaceFileSummary* *Numberofprecipitationstation....1* *************************************************** LocationStationNumber 1.1 A1 *===========================================================* |HYDRAULICSTABLESINTHEOUTPUTFILE| |Thesearethemoreimportanttablesintheoutputfile.| |Youcanuseyoureditortofindthetablenumbers,| |forexample:searchforTableE20tocheckcontinuity.| |ThisoutputfilecanbeimportedintoaWordProcessor| |andprintedonUSletterorA4paperusingportrait| |mode,courierfont,asizeof8pt.andmarginsof0.75| || |TableE1BasicConduitData| |TableE2ConduitFactorData| |TableE3aJunctionData| |TableE3bJunctionData| |TableE4ConduitConnectivityData| |TableE4aDryWeatherFlowData| |TableE4bRealTimeControlData| |TableE5JunctionTimeStepLimitationSummary| |TableE5aConduitExplicitConditionSummary| |TableE6FinalModelCondition| |TableE7IterationSummary| |TableE8JunctionTimeStepLimitationSummary| Page15 Coupland_Exist5yr.out |TableE9JunctionSummaryStatistics| |TableE10ConduitSummaryStatistics| |TableE11Areaassumptionsusedintheanalysis| |TableE12Meanconduitinformation| |TableE13Channellosses(H)andculvertinfo| |TableE13aCulvertAnalysisClassification| |TableE14NaturalChannelOverbankFlowInformation| |TableE14aNaturalChannelEncroachmentInformation| |TableE14bFloodplainMapping| |TableE15SpreadsheetInfoList| |TableE15aSpreadsheetReachList| |TableE16NewConduitOutputSection| |TableE17PumpOperation| |TableE18JunctionContinuityError| |TableE19JunctionInflow&OutflowListing| |TableE20JunctionFloodingandVolumeList| |TableE21Continuitybalanceatsimulationend| |TableE22ModelJudgementSection| *==========================================================* TimeControlfromHydraulicsJobControl Year.........2014Month.......1 Day..........1Hour........0 Minute.......0Second......0 Controlinformationforsimulation Integrationcycles.................1728 Lengthofintegrationstepis......100.00seconds Simulationlength..................48.00hours Donotcreateequiv.pipes(NEQUAL).0 UseU.S.customaryunitsforI/O...0 Printingstartsincycle...........1 Intermediateprintoutintervalsof.500cycles Intermediateprintoutintervalsof.833.33minutes Summaryprintoutintervalsof......500cycles Summaryprintouttimeintervalof..833.33minutes Hotstartfileparameter(REDO)....0 Initialtime.......................0.00hours Iterationvariables:FlowTolerance.0.00010 HeadTolerance.0.00050 Minimumdepth(morft).........0.00001 Underrelaxationparameter.......0.85000 Timeweightingparameter........0.85000 Conduitroughnessfactor........1.00000 Page16 Coupland_Exist5yr.out Flowadjustmentfactor..........1.00000 InitialConditionSmoothing.....0 CourantTimeStepFactor........1.00000 DefaultExpansion/ContractionK.0.00000 DefaultEntrance/ExitK.........0.00000 RoutingMethod..................DynamicWave Defaultsurfaceareaofjunctions...12.57squarefeet. MinimumJunction/ConduitDepth......0.00001feet. PondingAreaCoefficient............5000.00 PondingAreaExponent...............1.0000 MinimumOrificeLength..............1000.00feet. NJSWinputhydrographjunctions.....1 oruserdefinedhydrographs.... NaturalCrossSectioninformationforChannelLink14 ===================================================== CrossSectionID(fromX1card):1.0Channelsequencenumber:1 LeftOverbankLength:68.4ftMaximumElevation: 25.09ft. MainChannelLength:68.4ftMaximumDepth: 4.82ft. RightOverbankLength:68.4ftMaximumSectionArea: 78.2500ft^2 Maximumhydraulicradius: 1.63ft. ManningN:0.040toStation5.0Maxtopwidth: 45.00ft. "":0.040inmainChannelMaximumWettedPerimeter: 4.80E+01ft "":0.015Beyondstation25.0Maxleftbankarea: 9.80ft^2 Maxrightbankarea: 6.02ft^2 AllowableEncroachmentDepth:0.00ftMaxcenterchannelarea: 62.4250ft^2 NaturalCrossSectioninformationforChannelLink16 ===================================================== CrossSectionID(fromX1card):2.0Channelsequencenumber:2 LeftOverbankLength:22.9ftMaximumElevation: 25.09ft. MainChannelLength:22.9ftMaximumDepth: 4.82ft. RightOverbankLength:22.9ftMaximumSectionArea: 78.2500ft^2 Maximumhydraulicradius: Page17 Coupland_Exist5yr.out 1.63ft. ManningN:0.040toStation5.0Maxtopwidth: 45.00ft. "":0.040inmainChannelMaximumWettedPerimeter: 4.80E+01ft "":0.015Beyondstation25.0Maxleftbankarea: 9.80ft^2 Maxrightbankarea: 6.02ft^2 AllowableEncroachmentDepth:0.00ftMaxcenterchannelarea: 62.4250ft^2 NaturalCrossSectioninformationforChannelLink18 ===================================================== CrossSectionID(fromX1card):3.0Channelsequencenumber:3 LeftOverbankLength:243.1ftMaximumElevation: 25.09ft. MainChannelLength:243.1ftMaximumDepth: 4.82ft. RightOverbankLength:243.1ftMaximumSectionArea: 78.2500ft^2 Maximumhydraulicradius: 1.63ft. ManningN:0.040toStation5.0Maxtopwidth: 45.00ft. "":0.040inmainChannelMaximumWettedPerimeter: 4.80E+01ft "":0.015Beyondstation25.0Maxleftbankarea: 9.80ft^2 Maxrightbankarea: 6.02ft^2 AllowableEncroachmentDepth:0.00ftMaxcenterchannelarea: 62.4250ft^2 NaturalCrossSectioninformationforChannelLink20 ===================================================== CrossSectionID(fromX1card):4.0Channelsequencenumber:4 LeftOverbankLength:117.5ftMaximumElevation: 25.20ft. MainChannelLength:117.5ftMaximumDepth: 5.02ft. RightOverbankLength:117.5ftMaximumSectionArea: 85.7750ft^2 Maximumhydraulicradius: 2.00ft. ManningN:0.040toStation5.0Maxtopwidth: Page18 Coupland_Exist5yr.out 40.00ft. "":0.040inmainChannelMaximumWettedPerimeter: 4.28E+01ft "":0.015Beyondstation25.0Maxleftbankarea: 10.40ft^2 Maxrightbankarea: 5.38ft^2 AllowableEncroachmentDepth:0.00ftMaxcenterchannelarea: 70.0000ft^2 NaturalCrossSectioninformationforChannelLink22 ===================================================== CrossSectionID(fromX1card):5.0Channelsequencenumber:5 LeftOverbankLength:282.4ftMaximumElevation: 25.00ft. MainChannelLength:282.4ftMaximumDepth: 5.35ft. RightOverbankLength:282.4ftMaximumSectionArea: 128.5750ft^2 Maximumhydraulicradius: 2.43ft. ManningN:0.040toStation5.0Maxtopwidth: 50.00ft. "":0.040inmainChannelMaximumWettedPerimeter: 5.30E+01ft "":0.015Beyondstation35.0Maxleftbankarea: 10.10ft^2 Maxrightbankarea: 8.50ft^2 AllowableEncroachmentDepth:0.00ftMaxcenterchannelarea: 109.9750ft^2 NaturalCrossSectioninformationforChannelLink24 ===================================================== CrossSectionID(fromX1card):6.0Channelsequencenumber:6 LeftOverbankLength:280.1ftMaximumElevation: 25.00ft. MainChannelLength:280.1ftMaximumDepth: 6.11ft. RightOverbankLength:280.1ftMaximumSectionArea: 112.8500ft^2 Maximumhydraulicradius: 2.32ft. ManningN:0.040toStation10.0Maxtopwidth: 45.00ft. "":0.040inmainChannelMaximumWettedPerimeter: Page19 Coupland_Exist5yr.out 4.86E+01ft "":0.015Beyondstation30.0Maxleftbankarea: 21.17ft^2 Maxrightbankarea: 12.10ft^2 AllowableEncroachmentDepth:0.00ftMaxcenterchannelarea: 79.5750ft^2 NaturalCrossSectioninformationforChannelLink26 ===================================================== CrossSectionID(fromX1card):7.0Channelsequencenumber:7 LeftOverbankLength:38.8ftMaximumElevation: 25.00ft. MainChannelLength:38.8ftMaximumDepth: 6.39ft. RightOverbankLength:38.8ftMaximumSectionArea: 123.8687ft^2 Maximumhydraulicradius: 3.11ft. ManningN:0.040toStation5.6Maxtopwidth: 35.57ft. "":0.040inmainChannelMaximumWettedPerimeter: 3.98E+01ft "":0.015Beyondstation25.4Maxleftbankarea: 17.71ft^2 Maxrightbankarea: 14.63ft^2 AllowableEncroachmentDepth:0.00ftMaxcenterchannelarea: 91.5279ft^2 NaturalCrossSectioninformationforChannelLink31 ===================================================== CrossSectionID(fromX1card):8.0Channelsequencenumber:8 LeftOverbankLength:240.3ftMaximumElevation: 27.85ft. MainChannelLength:199.7ftMaximumDepth: 16.36ft. RightOverbankLength:181.6ftMaximumSectionArea: 28065.25ft^2 Maximumhydraulicradius: 3.71ft. ManningN:0.070toStation4659.6Maxtopwidth: 7554.14ft. "":0.032inmainChannelMaximumWettedPerimeter: 7.56E+03ft "":0.070Beyondstation4835.3Maxleftbankarea: Page20 Coupland_Exist5yr.out 19000.27ft^2 Maxrightbankarea: 7493.03ft^2 AllowableEncroachmentDepth:0.00ftMaxcenterchannelarea: 1571.950ft^2 NaturalCrossSectioninformationforChannelLink33 ===================================================== CrossSectionID(fromX1card):9.0Channelsequencenumber:9 LeftOverbankLength:169.1ftMaximumElevation: 29.46ft. MainChannelLength:192.7ftMaximumDepth: 17.97ft. RightOverbankLength:192.5ftMaximumSectionArea: 30196.69ft^2 Maximumhydraulicradius: 4.88ft. ManningN:0.070toStation3428.2Maxtopwidth: 6181.63ft. "":0.032inmainChannelMaximumWettedPerimeter: 6.19E+03ft "":0.070Beyondstation3547.3Maxleftbankarea: 17628.50ft^2 Maxrightbankarea: 11171.67ft^2 AllowableEncroachmentDepth:0.00ftMaxcenterchannelarea: 1396.517ft^2 NaturalCrossSectioninformationforChannelLink34 ===================================================== CrossSectionID(fromX1card):10.0Channelsequencenumber:10 LeftOverbankLength:49.2ftMaximumElevation: 25.09ft. MainChannelLength:49.2ftMaximumDepth: 4.82ft. RightOverbankLength:49.2ftMaximumSectionArea: 78.2500ft^2 Maximumhydraulicradius: 1.63ft. ManningN:0.040toStation5.0Maxtopwidth: 45.00ft. "":0.040inmainChannelMaximumWettedPerimeter: 4.80E+01ft "":0.015Beyondstation25.0Maxleftbankarea: 9.80ft^2 Maxrightbankarea: Page21 Coupland_Exist5yr.out 6.02ft^2 AllowableEncroachmentDepth:0.00ftMaxcenterchannelarea: 62.4250ft^2 NaturalCrossSectioninformationforChannelLink36 ===================================================== CrossSectionID(fromX1card):11.0Channelsequencenumber:11 LeftOverbankLength:492.1ftMaximumElevation: 29.46ft. MainChannelLength:499.4ftMaximumDepth: 17.97ft. RightOverbankLength:512.7ftMaximumSectionArea: 30714.99ft^2 Maximumhydraulicradius: 4.83ft. ManningN:0.070toStation3592.7Maxtopwidth: 6305.50ft. "":0.032inmainChannelMaximumWettedPerimeter: 6.36E+03ft "":0.070Beyondstation3741.1Maxleftbankarea: 18443.26ft^2 Maxrightbankarea: 10717.92ft^2 AllowableEncroachmentDepth:0.00ftMaxcenterchannelarea: 1553.814ft^2 NaturalCrossSectioninformationforChannelLink37 ===================================================== CrossSectionID(fromX1card):12.0Channelsequencenumber:12 LeftOverbankLength:740.0ftMaximumElevation: 28.05ft. MainChannelLength:745.4ftMaximumDepth: 19.03ft. RightOverbankLength:747.9ftMaximumSectionArea: 27584.49ft^2 Maximumhydraulicradius: 3.59ft. ManningN:0.070toStation4926.5Maxtopwidth: 7672.71ft. "":0.032inmainChannelMaximumWettedPerimeter: 7.68E+03ft "":0.070Beyondstation5115.9Maxleftbankarea: 20807.75ft^2 Maxrightbankarea: 5154.22ft^2 AllowableEncroachmentDepth:0.00ftMaxcenterchannelarea: Page22 Coupland_Exist5yr.out 1622.518ft^2 NaturalCrossSectioninformationforChannelLink42.1.1 ===================================================== CrossSectionID(fromX1card):13.0Channelsequencenumber:13 LeftOverbankLength:20.3ftMaximumElevation: 28.40ft. MainChannelLength:20.0ftMaximumDepth: 19.94ft. RightOverbankLength:20.1ftMaximumSectionArea: 31373.45ft^2 Maximumhydraulicradius: 4.17ft. ManningN:0.070toStation4877.5Maxtopwidth: 7515.52ft. "":0.032inmainChannelMaximumWettedPerimeter: 7.52E+03ft "":0.070Beyondstation5060.6Maxleftbankarea: 22248.55ft^2 Maxrightbankarea: 7383.12ft^2 AllowableEncroachmentDepth:0.00ftMaxcenterchannelarea: 1741.771ft^2 NaturalCrossSectioninformationforChannelLink41 ===================================================== CrossSectionID(fromX1card):14.0Channelsequencenumber:14 LeftOverbankLength:133.6ftMaximumElevation: 25.09ft. MainChannelLength:133.6ftMaximumDepth: 4.82ft. RightOverbankLength:133.6ftMaximumSectionArea: 78.2500ft^2 Maximumhydraulicradius: 1.63ft. ManningN:0.040toStation5.0Maxtopwidth: 45.00ft. "":0.040inmainChannelMaximumWettedPerimeter: 4.80E+01ft "":0.015Beyondstation25.0Maxleftbankarea: 9.80ft^2 Maxrightbankarea: 6.02ft^2 AllowableEncroachmentDepth:0.00ftMaxcenterchannelarea: 62.4250ft^2 Page23 Coupland_Exist5yr.out NaturalCrossSectioninformationforChannelLink48 ===================================================== CrossSectionID(fromX1card):15.0Channelsequencenumber:15 LeftOverbankLength:38.3ftMaximumElevation: 27.82ft. MainChannelLength:38.3ftMaximumDepth: 16.33ft. RightOverbankLength:38.3ftMaximumSectionArea: 26945.91ft^2 Maximumhydraulicradius: 3.54ft. ManningN:0.070toStation4655.5Maxtopwidth: 7614.88ft. "":0.032inmainChannelMaximumWettedPerimeter: 7.62E+03ft "":0.070Beyondstation4770.5Maxleftbankarea: 18294.32ft^2 Maxrightbankarea: 7448.66ft^2 AllowableEncroachmentDepth:0.00ftMaxcenterchannelarea: 1202.931ft^2 *==================================================* |TableE1ConduitData| *==================================================* TrapezoidHazen InpConduitLengthConduitAreaManningMaxWidth DepthSideWilliams NumName(ft)Class(ft^2)Coef.(ft) (ft)Slopescfactor 1Link1468.3600Natural78.25000.040045.0000 4.8200 2Link1622.8500Natural78.25000.040045.0000 4.8200 3Link18243.1300Natural78.25000.040045.0000 4.8200 4Link20117.5100Natural85.77500.040040.0000 5.0200 5Link22282.4000Natural128.57500.040050.0000 5.3500 6Link24280.1300Natural112.85000.040045.0000 6.1100 7Link2638.8400Natural123.86870.040035.5700 Page24 Coupland_Exist5yr.out 6.3900 8Link31199.6800Natural28065.2470.03207554.1400 16.3600 9Link33192.6600Natural30196.6930.03206181.6300 17.9700 10Link3449.2500Natural78.25000.040045.0000 4.8200 11Link36499.4300Natural30714.9930.03206305.5000 17.9700 12Link37745.4400Natural27584.4860.03207672.7100 19.0300 13Link42.1.120.0100Natural31373.4460.03207515.5200 19.9400 14Link41133.5500Natural78.25000.040045.0000 4.8200 15Link4838.2600Natural26945.9110.03207614.8800 16.3300 16227.133.3500Circular4.90870.01502.5000 2.5000 17231.137.5400Circular4.90870.01502.5000 2.5000 18235.133.2900Circular4.90870.01302.5000 2.5000 19239.133.2700Circular4.90870.01502.5000 2.5000 20243.133.5900Circular4.90870.01502.5000 2.5000 21247.123.9600Circular4.90870.01302.5000 2.5000 22251.148.0400Circular4.90870.01502.5000 2.5000 23255.1124.5900Circular7.06860.01303.0000 3.0000 Totallengthofallconduits....3299.1300feet *===================================================* |Iftherearemessagesabout(sqrt(g*d)*dt/dx),or| |thesqrt(wavecelerity)*timestep/conduitlength| |intheoutputfileallitmeansisthatthe| |programwilllowertheinternaltimestepto| |satisfythiscondition(explicitcondition).| |Youcontroltheactualinternaltimestepby| |usingtheminimumcouranttimestepfactorinthe| |HYDRAULICSjobcontrol.Themessageputinwords| |statesthatthesmallestconduitwiththefastest| |velocitywillcontrolthetimestepselection.| |Youhavefurthercontrolbyusingthemodify| |conduitoptionintheHYDRAULICSJobControl.| Page25 Coupland_Exist5yr.out *===================================================* ConduitCourant NameRatio Link1410.95===>Warning!(sqrt(wavecelerity)*time step/conduitlength) Link1632.75===>Warning!(sqrt(wavecelerity)*time step/conduitlength) Link183.08===>Warning!(sqrt(wavecelerity)*time step/conduitlength) Link207.07===>Warning!(sqrt(wavecelerity)*time step/conduitlength) Link223.22===>Warning!(sqrt(wavecelerity)*time step/conduitlength) Link243.21===>Warning!(sqrt(wavecelerity)*time step/conduitlength) Link2627.26===>Warning!(sqrt(wavecelerity)*time step/conduitlength) Link315.48===>Warning!(sqrt(wavecelerity)*time step/conduitlength) Link336.20===>Warning!(sqrt(wavecelerity)*time step/conduitlength) Link3415.19===>Warning!(sqrt(wavecelerity)*time step/conduitlength) Link362.38===>Warning!(sqrt(wavecelerity)*time step/conduitlength) Link371.21===>Warning!(sqrt(wavecelerity)*time step/conduitlength) Link42.1.142.45===>Warning!(sqrt(wavecelerity)*time step/conduitlength) Link415.60===>Warning!(sqrt(wavecelerity)*time step/conduitlength) Link4827.90===>Warning!(sqrt(wavecelerity)*time step/conduitlength) 227.126.90===>Warning!(sqrt(wavecelerity)*time step/conduitlength) 231.123.90===>Warning!(sqrt(wavecelerity)*time step/conduitlength) 235.126.95===>Warning!(sqrt(wavecelerity)*time step/conduitlength) 239.126.97===>Warning!(sqrt(wavecelerity)*time step/conduitlength) 243.126.71===>Warning!(sqrt(wavecelerity)*time step/conduitlength) 247.137.45===>Warning!(sqrt(wavecelerity)*time step/conduitlength) Page26 Coupland_Exist5yr.out 251.118.68===>Warning!(sqrt(wavecelerity)*time step/conduitlength) 255.17.89===>Warning!(sqrt(wavecelerity)*time step/conduitlength) *==================* |ConduitVolume| *==================* Fullpipeorfullopenconduitvolume Inputfulldepthvolume............4.9108E+07cubicfeet ===>Warning!!Theupstreamanddownstreamjunctionsforthefollowingconduits havebeenreversedtocorrespondtothepositiveflowand decreasing slopeconvention.Anegativeflowintheoutputthusmeans theflowwasfromyouroriginalupstreamjunctiontoyouroriginal downstreamjunction.Anyinitialflowhasbeenmultipliedby1. 1.Conduit#...Link22hasbeenchanged. 2.Conduit#...Link34hasbeenchanged. 3.Conduit#...235.1hasbeenchanged. 4.Conduit#...239.1hasbeenchanged. 5.Conduit#...243.1hasbeenchanged. 6.Conduit#...247.1hasbeenchanged. *===================================================* |TableE3aJunctionData| *===================================================* InpJunctionGroundCrownInvertQinstInitial Interface NumNameElevationElevationElevationcfsDepthftFlow (%) 1Node1340.000027.860022.74000.00000.0000 100.0000 2Node1440.000027.820022.70000.00000.0000 100.0000 3Node1540.000026.320021.20000.00000.0000 100.0000 4Node1640.000026.620021.16000.00000.0000 100.0000 5Node1740.000025.510020.31000.00000.0000 100.0000 6Node1940.000024.520019.43000.00000.0000 Page27 Coupland_Exist5yr.out 100.0000 7Node2040.000025.170019.63000.00000.0000 100.0000 8Node2140.000024.710019.69000.00000.0000 100.0000 9Node2240.000025.500019.80000.00000.0000 100.0000 10Node2340.000025.520019.45000.00000.0000 100.0000 11Node2440.000026.280019.87000.00000.0000 100.0000 12Node2540.000025.910019.57000.00000.0000 100.0000 13Node2640.000025.240018.85000.00000.0000 100.0000 14Node2740.000024.610018.22000.00000.0000 100.0000 15Node2840.000029.440011.47000.00000.0000 100.0000 16Node3140.000027.840011.48000.00000.0000 100.0000 17Node3340.000029.430011.46000.00000.0000 100.0000 18Node3540.000027.820011.49000.00000.0000 100.0000 19Node3640.000028.05009.02000.00000.0000 100.0000 20Node3740.000028.40008.46000.00000.0000 100.0000 21Node4140.000028.40008.46000.00000.0000 100.0000 22Node18.1.140.000025.570014.99000.00000.0000 100.0000 23Node34.1.140.000027.100016.32000.00000.0000 100.0000 24Node3940.000027.970023.15000.00000.0000 100.0000 *===================================================* |TableE3bJunctionData| *===================================================* InpJunctionXYTypeofTypeof MaximumPavement NumNameCoord.Coord.ManholeInlet CapacityShapeSlope Page28 Coupland_Exist5yr.out 1Node130.00000.0000NoPondingNormal 00.00 2Node140.00000.0000NoPondingNormal 00.00 3Node150.00000.0000NoPondingNormal 00.00 4Node160.00000.0000NoPondingNormal 00.00 5Node170.00000.0000NoPondingNormal 00.00 6Node190.00000.0000NoPondingNormal 00.00 7Node200.00000.0000NoPondingNormal 00.00 8Node210.00000.0000NoPondingNormal 00.00 9Node220.00000.0000NoPondingNormal 00.00 10Node230.00000.0000NoPondingNormal 00.00 11Node240.00000.0000NoPondingNormal 00.00 12Node250.00000.0000NoPondingNormal 00.00 13Node260.00000.0000NoPondingNormal 00.00 14Node270.00000.0000NoPondingNormal 00.00 15Node280.00000.0000NoPondingNormal 00.00 16Node310.00000.0000NoPondingNormal 00.00 17Node330.00000.0000NoPondingNormal 00.00 18Node350.00000.0000NoPondingNormal 00.00 19Node360.00000.0000NoPondingNormal 00.00 20Node370.00000.0000NoPondingNormal 00.00 21Node410.00000.0000NoPondingNormal 00.00 22Node18.1.10.00000.0000NoPondingNormal 00.00 23Node34.1.10.00000.0000NoPondingNormal 00.00 24Node390.00000.0000NoPondingNormal Page29 Coupland_Exist5yr.out 00.00 *===================================================* |TableE4ConduitConnectivity| *===================================================* InputConduitUpstreamDownstream UpstreamDownstream NumberNameNodeNode ElevationElevation ================================================================== ================== 1Link14Node14Node15 23.000021.5000NoDesign 2Link16Node16Node17 21.800020.6900NoDesign 3Link18Node18.1.1Node19 20.750019.7000NoDesign 4Link20Node20Node21 20.150019.6900NoDesign 5Link22Node23Node22 20.170020.1500NoDesign 6Link24Node24Node25 20.170019.8000NoDesign 7Link26Node26Node27 18.850018.2200NoDesign 8Link31Node31Node28 11.480011.4700NoDesign 9Link33Node28Node33 11.470011.4600NoDesign 10Link34Node13Node34.1.1 23.040022.2800NoDesign 11Link36Node33Node36 11.46009.0200NoDesign 12Link37Node36Node37 9.02008.4600NoDesign 13Link42.1.1Node37Node41 8.46008.4600NoDesign 14Link41Node39Node34.1.1 23.150022.2800NoDesign 15Link48Node35Node31 11.490011.4800NoDesign 16227.1Node13Node14 22.740022.7000NoDesign 17231.1Node15Node16 21.200021.1600NoDesign 18235.1Node18.1.1Node17 Page30 Coupland_Exist5yr.out 20.450020.3100NoDesign 19239.1Node20Node19 19.710019.4300NoDesign 20243.1Node22Node21 20.150020.0300NoDesign 21247.1Node24Node23 19.870019.4500NoDesign 22251.1Node25Node26 19.800019.5400NoDesign 23255.1Node27Node28 18.800016.2700NoDesign *===========================================* |WeirData| *===========================================* WeirFromToCrest WeirWeirDischargeWeir NameJunctionJunctionTypeHeight(ft) Top(ft)Length(ft)CoefficientPower W14Node13Node1410.91 17.2633.352.67001.5000 W15Node15Node1612.99 18.8037.542.67001.5000 W17Node17Node18.1.113.17 19.6933.292.67001.5000 W20Node19Node2014.45 20.5733.272.67001.5000 W21Node21Node2214.12 20.3133.592.67001.5000 W24Node23Node2413.76 20.5523.962.67001.5000 W25Node25Node2614.55 20.4348.042.67001.5000 W27Node27Node2815.25 21.78124.592.67001.5000 *================================================* |FREEOUTFALLDATA(DATAGROUPI1)| |BOUNDARYCONDITIONONDATAGROUPJ1| *================================================* OutfallatJunction....Node41hasboundaryconditionnumber...1 Page31 Coupland_Exist5yr.out *=============================================* |WeirOutfallData| |BoundaryConditionondatagroupJ1| *=============================================* *================================================* |INTERNALCONNECTIVITYINFORMATION| *================================================* CONDUITJUNCTIONJUNCTION W14Node13Node14 W15Node15Node16 W17Node17Node18.1.1 W20Node19Node20 W21Node21Node22 W24Node23Node24 W25Node25Node26 W27Node27Node28 FREE#1Node41BOUNDARY *===================================================* |BoundaryConditionInformation| |DataGroupsJ1J4| *===================================================* BCNUMBER..1hasnocontrolwatersurface. *===================================================* |XPNoteFieldSummary| *===================================================* *=================================* |ConduitConvergenceCriteria| *=================================* ConduitFullConduit NameFlowSlope Link14596.74830.0219 Page32 Coupland_Exist5yr.out Link16887.90190.0486 Link18264.74150.0043 Link20316.72760.0039 Link2272.59770.0001 Link24267.18700.0013 Link261249.14600.0162 Link3122103.95530.0001 Link3329068.20890.0001 Link34500.43800.0154 Link36284978.98490.0049 Link3782357.79760.0008 Link42.1.111938.34210.0000 Link41325.15040.0065 Link4846955.91260.0003 227.112.31120.0012 231.111.60380.0011 235.126.59940.0042 239.132.61140.0084 243.121.24730.0036 247.154.30580.0175 251.126.15190.0054 255.195.04600.0203 *=================================* |InitialModelCondition| |InitialTime=0.03hours| Page33 Coupland_Exist5yr.out *=================================* Junction/Depth/Elevation===>"*"JunctionisSurcharged. Node13/0.00/22.74Node14/0.00/22.70 Node15/0.00/21.20 Node16/0.00/21.16Node17/0.00/20.31 Node19/0.00/19.43 Node20/0.00/19.63Node21/0.00/19.69 Node22/0.00/19.80 Node23/0.00/19.45Node24/0.00/19.87 Node25/0.00/19.57 Node26/0.00/18.85Node27/0.00/18.22 Node28/0.00/11.47 Node31/0.00/11.48Node33/0.00/11.46 Node35/0.00/11.49 Node36/0.00/9.02Node37/0.00/8.46 Node41/0.00/8.46 Node18.1.1/0.00/14.99Node34.1.1/0.00/16.32 Node39/0.00/23.15 Conduit/FLOW===>"*"Conduitusesthenormalflowoption. Link14/0.00Link16/0.00 Link18/0.00 Link20/0.00Link22/0.00 Link24/0.00 Link26/0.00Link31/0.00 Link33/0.00 Link34/0.00Link36/0.00 Link37/0.00 Link42.1.1/0.00Link41/0.00 Link48/0.00 227.1/0.00231.1/0.00 235.1/0.00 239.1/0.00243.1/0.00 247.1/0.00 251.1/0.00255.1/0.00 W14/0.00 W15/0.00W17/0.00 W20/0.00 W21/0.00W24/0.00 W25/0.00 W27/0.00FREE#1/0.00 Conduit/Velocity Link14/0.00Link16/0.00 Link18/0.00 Link20/0.00Link22/0.00 Link24/0.00 Page34 Coupland_Exist5yr.out Link26/0.00Link31/0.00 Link33/0.00 Link34/0.00Link36/0.00 Link37/0.00 Link42.1.1/0.00Link41/0.00 Link48/0.00 227.1/0.00231.1/0.00 235.1/0.00 239.1/0.00243.1/0.00 247.1/0.00 251.1/0.00255.1/0.00 Conduit/CrossSectionalArea Link14/0.00Link16/0.00 Link18/0.00 Link20/0.00Link22/0.00 Link24/0.00 Link26/0.00Link31/0.00 Link33/0.00 Link34/0.00Link36/0.00 Link37/0.00 Link42.1.1/0.00Link41/0.00 Link48/0.00 227.1/0.00231.1/0.00 235.1/0.00 239.1/0.00243.1/0.00 247.1/0.00 251.1/0.00255.1/0.00 Conduit/HydraulicRadius Link14/0.00Link16/0.00 Link18/0.00 Link20/0.00Link22/0.00 Link24/0.00 Link26/0.00Link31/0.00 Link33/0.00 Link34/0.00Link36/0.00 Link37/0.00 Link42.1.1/0.00Link41/0.00 Link48/0.00 227.1/0.00231.1/0.00 235.1/0.00 239.1/0.00243.1/0.00 247.1/0.00 251.1/0.00255.1/0.00 Conduit/Upstream/DownstreamElevation Link14/21.20/21.20Link16/20.31/20.31 Page35 Coupland_Exist5yr.out Link18/19.43/19.43 Link20/19.69/19.69Link22/19.80/19.80 Link24/19.57/19.57 Link26/18.22/18.22Link31/11.47/11.47 Link33/11.46/11.46 Link34/16.32/16.32Link36/9.02/9.02 Link37/8.46/8.46 Link42.1.1/8.46/8.46Link41/16.32/16.32 Link48/11.48/11.48 227.1/22.70/22.70231.1/21.16/21.16 235.1/20.31/20.31 239.1/19.43/19.43243.1/19.69/19.69 247.1/19.45/19.45 251.1/18.85/18.85255.1/11.47/11.47 ########ImportantInformation######## Starttimeofuserhydrographswas...0.000000000000000E+000 Starttimeofthesimulationwas.....0.000000000000000E+000 Foundamatchbetweenuserhydrographandsimulationstarttime. ================================================================================ ===>Systeminflows(datagroupK3)at0.00hours(Junction/Inflow,cfs) Node35/0.00E+00 ######################################## ===>Systeminflows(datagroupK3)at0.03hours(Junction/Inflow,cfs) Node35/0.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at0.08hours(Junction/Inflow,cfs) Node35/0.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at0.19hours(Junction/Inflow,cfs) Node35/0.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at0.25hours(Junction/Inflow,cfs) Node35/0.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at0.33hours(Junction/Inflow,cfs) Node35/0.00E+00 Page36 Coupland_Exist5yr.out ######################################## ######################################## ===>Systeminflows(datagroupK3)at0.44hours(Junction/Inflow,cfs) Node35/0.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at0.50hours(Junction/Inflow,cfs) Node35/0.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at0.58hours(Junction/Inflow,cfs) Node35/0.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at0.69hours(Junction/Inflow,cfs) Node35/0.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at0.78hours(Junction/Inflow,cfs) Node35/0.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at0.83hours(Junction/Inflow,cfs) Node35/0.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at0.94hours(Junction/Inflow,cfs) Node35/0.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at1.00hours(Junction/Inflow,cfs) Node35/0.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at1.08hours(Junction/Inflow,cfs) Node35/0.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at1.19hours(Junction/Inflow,cfs) Page37 Coupland_Exist5yr.out Node35/0.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at1.25hours(Junction/Inflow,cfs) Node35/0.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at1.33hours(Junction/Inflow,cfs) Node35/0.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at1.44hours(Junction/Inflow,cfs) Node35/0.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at1.50hours(Junction/Inflow,cfs) Node35/1.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at1.58hours(Junction/Inflow,cfs) Node35/2.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at1.69hours(Junction/Inflow,cfs) Node35/5.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at1.75hours(Junction/Inflow,cfs) Node35/7.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at1.83hours(Junction/Inflow,cfs) Node35/1.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at1.94hours(Junction/Inflow,cfs) Node35/1.30E+00 ######################################## Page38 Coupland_Exist5yr.out ######################################## ===>Systeminflows(datagroupK3)at2.00hours(Junction/Inflow,cfs) Node35/1.60E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at2.08hours(Junction/Inflow,cfs) Node35/1.80E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at2.19hours(Junction/Inflow,cfs) Node35/2.10E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at2.25hours(Junction/Inflow,cfs) Node35/2.40E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at2.33hours(Junction/Inflow,cfs) Node35/2.60E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at2.44hours(Junction/Inflow,cfs) Node35/2.90E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at2.50hours(Junction/Inflow,cfs) Node35/3.10E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at2.58hours(Junction/Inflow,cfs) Node35/3.40E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at2.69hours(Junction/Inflow,cfs) Node35/3.60E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at2.75hours(Junction/Inflow,cfs) Page39 Coupland_Exist5yr.out Node35/3.90E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at2.83hours(Junction/Inflow,cfs) Node35/4.10E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at2.94hours(Junction/Inflow,cfs) Node35/4.30E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at3.00hours(Junction/Inflow,cfs) Node35/4.60E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at3.08hours(Junction/Inflow,cfs) Node35/4.80E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at3.19hours(Junction/Inflow,cfs) Node35/5.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at3.25hours(Junction/Inflow,cfs) Node35/5.20E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at3.33hours(Junction/Inflow,cfs) Node35/5.50E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at3.44hours(Junction/Inflow,cfs) Node35/5.70E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at3.50hours(Junction/Inflow,cfs) Node35/5.90E+00 ######################################## ######################################## Page40 Coupland_Exist5yr.out ===>Systeminflows(datagroupK3)at3.58hours(Junction/Inflow,cfs) Node35/6.10E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at3.69hours(Junction/Inflow,cfs) Node35/6.30E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at3.75hours(Junction/Inflow,cfs) Node35/6.50E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at3.83hours(Junction/Inflow,cfs) Node35/6.70E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at3.94hours(Junction/Inflow,cfs) Node35/6.90E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at4.00hours(Junction/Inflow,cfs) Node35/7.10E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at4.08hours(Junction/Inflow,cfs) Node35/7.30E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at4.19hours(Junction/Inflow,cfs) Node35/7.50E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at4.25hours(Junction/Inflow,cfs) Node35/7.60E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at4.33hours(Junction/Inflow,cfs) Node35/7.80E+00 Page41 Coupland_Exist5yr.out ######################################## ######################################## ===>Systeminflows(datagroupK3)at4.44hours(Junction/Inflow,cfs) Node35/8.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at4.50hours(Junction/Inflow,cfs) Node35/8.20E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at4.58hours(Junction/Inflow,cfs) Node35/8.40E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at4.69hours(Junction/Inflow,cfs) Node35/8.50E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at4.75hours(Junction/Inflow,cfs) Node35/8.70E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at4.83hours(Junction/Inflow,cfs) Node35/8.90E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at4.94hours(Junction/Inflow,cfs) Node35/9.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at5.00hours(Junction/Inflow,cfs) Node35/9.20E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at5.08hours(Junction/Inflow,cfs) Node35/9.40E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at5.19hours(Junction/Inflow,cfs) Page42 Coupland_Exist5yr.out Node35/9.50E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at5.25hours(Junction/Inflow,cfs) Node35/9.70E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at5.33hours(Junction/Inflow,cfs) Node35/9.90E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at5.44hours(Junction/Inflow,cfs) Node35/1.00E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at5.50hours(Junction/Inflow,cfs) Node35/1.02E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at5.58hours(Junction/Inflow,cfs) Node35/1.03E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at5.69hours(Junction/Inflow,cfs) Node35/1.05E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at5.75hours(Junction/Inflow,cfs) Node35/1.06E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at5.83hours(Junction/Inflow,cfs) Node35/1.08E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at5.94hours(Junction/Inflow,cfs) Node35/1.09E+01 ######################################## Page43 Coupland_Exist5yr.out ######################################## ===>Systeminflows(datagroupK3)at6.00hours(Junction/Inflow,cfs) Node35/1.10E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at6.08hours(Junction/Inflow,cfs) Node35/1.12E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at6.19hours(Junction/Inflow,cfs) Node35/1.13E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at6.25hours(Junction/Inflow,cfs) Node35/1.15E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at6.33hours(Junction/Inflow,cfs) Node35/1.16E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at6.44hours(Junction/Inflow,cfs) Node35/1.17E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at6.50hours(Junction/Inflow,cfs) Node35/1.19E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at6.58hours(Junction/Inflow,cfs) Node35/1.20E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at6.69hours(Junction/Inflow,cfs) Node35/1.21E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at6.75hours(Junction/Inflow,cfs) Page44 Coupland_Exist5yr.out Node35/1.23E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at6.83hours(Junction/Inflow,cfs) Node35/1.24E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at6.94hours(Junction/Inflow,cfs) Node35/1.25E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at7.00hours(Junction/Inflow,cfs) Node35/1.27E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at7.08hours(Junction/Inflow,cfs) Node35/1.28E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at7.19hours(Junction/Inflow,cfs) Node35/1.29E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at7.25hours(Junction/Inflow,cfs) Node35/1.30E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at7.33hours(Junction/Inflow,cfs) Node35/1.32E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at7.44hours(Junction/Inflow,cfs) Node35/1.33E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at7.50hours(Junction/Inflow,cfs) Node35/1.34E+01 ######################################## ######################################## Page45 Coupland_Exist5yr.out ===>Systeminflows(datagroupK3)at7.58hours(Junction/Inflow,cfs) Node35/1.35E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at7.69hours(Junction/Inflow,cfs) Node35/1.36E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at7.75hours(Junction/Inflow,cfs) Node35/1.38E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at7.83hours(Junction/Inflow,cfs) Node35/1.39E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at7.94hours(Junction/Inflow,cfs) Node35/1.40E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at8.00hours(Junction/Inflow,cfs) Node35/1.41E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at8.08hours(Junction/Inflow,cfs) Node35/1.42E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at8.19hours(Junction/Inflow,cfs) Node35/1.43E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at8.25hours(Junction/Inflow,cfs) Node35/1.45E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at8.33hours(Junction/Inflow,cfs) Node35/1.46E+01 Page46 Coupland_Exist5yr.out ######################################## ######################################## ===>Systeminflows(datagroupK3)at8.44hours(Junction/Inflow,cfs) Node35/1.47E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at8.50hours(Junction/Inflow,cfs) Node35/1.48E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at8.58hours(Junction/Inflow,cfs) Node35/1.49E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at8.69hours(Junction/Inflow,cfs) Node35/1.50E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at8.75hours(Junction/Inflow,cfs) Node35/1.52E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at8.83hours(Junction/Inflow,cfs) Node35/1.53E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at8.94hours(Junction/Inflow,cfs) Node35/1.54E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at9.00hours(Junction/Inflow,cfs) Node35/1.55E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at9.08hours(Junction/Inflow,cfs) Node35/1.57E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at9.19hours(Junction/Inflow,cfs) Page47 Coupland_Exist5yr.out Node35/1.58E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at9.25hours(Junction/Inflow,cfs) Node35/1.59E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at9.33hours(Junction/Inflow,cfs) Node35/1.60E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at9.44hours(Junction/Inflow,cfs) Node35/1.62E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at9.50hours(Junction/Inflow,cfs) Node35/1.63E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at9.58hours(Junction/Inflow,cfs) Node35/1.64E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at9.69hours(Junction/Inflow,cfs) Node35/1.66E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at9.75hours(Junction/Inflow,cfs) Node35/1.67E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at9.83hours(Junction/Inflow,cfs) Node35/1.68E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at9.94hours(Junction/Inflow,cfs) Node35/1.70E+01 ######################################## Page48 Coupland_Exist5yr.out ######################################## ===>Systeminflows(datagroupK3)at10.00hours(Junction/Inflow,cfs) Node35/1.71E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at10.08hours(Junction/Inflow,cfs) Node35/1.73E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at10.19hours(Junction/Inflow,cfs) Node35/1.74E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at10.25hours(Junction/Inflow,cfs) Node35/1.75E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at10.33hours(Junction/Inflow,cfs) Node35/1.77E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at10.44hours(Junction/Inflow,cfs) Node35/1.78E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at10.50hours(Junction/Inflow,cfs) Node35/1.80E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at10.58hours(Junction/Inflow,cfs) Node35/1.81E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at10.69hours(Junction/Inflow,cfs) Node35/1.83E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at10.75hours(Junction/Inflow,cfs) Page49 Coupland_Exist5yr.out Node35/1.84E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at10.83hours(Junction/Inflow,cfs) Node35/1.86E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at10.94hours(Junction/Inflow,cfs) Node35/1.88E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at11.00hours(Junction/Inflow,cfs) Node35/1.89E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at11.08hours(Junction/Inflow,cfs) Node35/1.91E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at11.19hours(Junction/Inflow,cfs) Node35/1.93E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at11.25hours(Junction/Inflow,cfs) Node35/1.94E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at11.33hours(Junction/Inflow,cfs) Node35/1.96E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at11.44hours(Junction/Inflow,cfs) Node35/1.98E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at11.50hours(Junction/Inflow,cfs) Node35/2.00E+01 ######################################## ######################################## Page50 Coupland_Exist5yr.out ===>Systeminflows(datagroupK3)at11.58hours(Junction/Inflow,cfs) Node35/2.02E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at11.69hours(Junction/Inflow,cfs) Node35/2.04E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at11.75hours(Junction/Inflow,cfs) Node35/2.06E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at11.83hours(Junction/Inflow,cfs) Node35/2.08E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at11.94hours(Junction/Inflow,cfs) Node35/2.11E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at12.00hours(Junction/Inflow,cfs) Node35/2.14E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at12.08hours(Junction/Inflow,cfs) Node35/2.18E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at12.19hours(Junction/Inflow,cfs) Node35/2.22E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at12.25hours(Junction/Inflow,cfs) Node35/2.27E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at12.33hours(Junction/Inflow,cfs) Node35/2.33E+01 Page51 Coupland_Exist5yr.out ######################################## ######################################## ===>Systeminflows(datagroupK3)at12.44hours(Junction/Inflow,cfs) Node35/2.39E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at12.50hours(Junction/Inflow,cfs) Node35/2.46E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at12.58hours(Junction/Inflow,cfs) Node35/2.53E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at12.69hours(Junction/Inflow,cfs) Node35/2.61E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at12.75hours(Junction/Inflow,cfs) Node35/2.70E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at12.83hours(Junction/Inflow,cfs) Node35/2.79E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at12.94hours(Junction/Inflow,cfs) Node35/2.89E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at13.00hours(Junction/Inflow,cfs) Node35/3.00E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at13.08hours(Junction/Inflow,cfs) Node35/3.13E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at13.19hours(Junction/Inflow,cfs) Page52 Coupland_Exist5yr.out Node35/3.29E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at13.25hours(Junction/Inflow,cfs) Node35/3.48E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at13.33hours(Junction/Inflow,cfs) Node35/3.69E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at13.44hours(Junction/Inflow,cfs) Node35/3.92E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at13.50hours(Junction/Inflow,cfs) Node35/4.16E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at13.58hours(Junction/Inflow,cfs) Node35/4.40E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at13.69hours(Junction/Inflow,cfs) Node35/4.66E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at13.75hours(Junction/Inflow,cfs) Node35/4.92E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at13.83hours(Junction/Inflow,cfs) Node35/5.19E+01 ######################################## Cycle500Time13Hrs53.33Min Junction/Depth/Elevation===>"*"JunctionisSurcharged. Node13/0.67/23.41Node14/0.70/23.40 Page53 Coupland_Exist5yr.out Node15/0.94/22.14 Node16/0.98/22.14Node17/1.24/21.55 Node19/1.93/21.36 Node20/1.73/21.36Node21/1.64/21.33 Node22/1.52/21.32 Node23/1.79/21.24Node24/1.37/21.24 Node25/0.74/20.31 Node26/0.64/19.49Node27/0.90/19.12 Node28/1.83/13.30 Node31/1.93/13.41Node33/1.46/12.92 Node35/1.96/13.45 Node36/3.14/12.16Node37/3.53/11.99 Node41/3.53/11.99 Node18.1.1/6.56/21.55Node34.1.1/7.10/23.42 Node39/0.34/23.49 Conduit/FLOW===>"*"Conduitusesthenormalflowoption. Link14/0.87*Link16/0.86* Link18/1.49Link20/2.57 Link22/2.47Link24/2.35 Link26/2.34Link31/50.34 Link33/51.84Link34/0.87 Link36/50.50Link37/45.84 Link42.1.1/42.87Link41/0.22 Link48/50.92227.1/0.87 231.1/0.87235.1/0.91 239.1/2.60243.1/2.54 247.1/2.40251.1/2.34 255.1/2.33W14/0.00 W15/0.00W17/0.00 W20/0.00W21/0.00 W24/0.00W25/0.00 W27/0.00FREE#1/42.80 ######################################## ===>Systeminflows(datagroupK3)at13.94hours(Junction/Inflow,cfs) Node35/5.47E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at14.00hours(Junction/Inflow,cfs) Node35/5.76E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at14.08hours(Junction/Inflow,cfs) Node35/6.06E+01 ######################################## Page54 Coupland_Exist5yr.out ######################################## ===>Systeminflows(datagroupK3)at14.19hours(Junction/Inflow,cfs) Node35/6.37E+01 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######################################## ######################################## ===>Systeminflows(datagroupK3)at14.75hours(Junction/Inflow,cfs) Node35/8.90E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at14.83hours(Junction/Inflow,cfs) Node35/9.29E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at14.94hours(Junction/Inflow,cfs) Page55 Coupland_Exist5yr.out Node35/9.70E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at15.00hours(Junction/Inflow,cfs) Node35/1.02E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at15.08hours(Junction/Inflow,cfs) Node35/1.06E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at15.19hours(Junction/Inflow,cfs) Node35/1.12E+02 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######################################## ######################################## ===>Systeminflows(datagroupK3)at17.25hours(Junction/Inflow,cfs) Node35/6.21E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at17.33hours(Junction/Inflow,cfs) Page58 Coupland_Exist5yr.out Node35/6.16E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at17.44hours(Junction/Inflow,cfs) Node35/6.11E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at17.50hours(Junction/Inflow,cfs) Node35/6.06E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at17.58hours(Junction/Inflow,cfs) Node35/6.00E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at17.69hours(Junction/Inflow,cfs) Node35/5.95E+02 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######################################## ######################################## Page71 Coupland_Exist5yr.out ===>Systeminflows(datagroupK3)at27.75hours(Junction/Inflow,cfs) Node35/8.73E+01 ######################################## Cycle1000Time27Hrs46.67Min Junction/Depth/Elevation===>"*"JunctionisSurcharged. Node13/0.43/23.17Node14/0.47/23.17 Node15/0.74/21.94 Node16/0.78/21.94Node17/0.73/21.04 Node19/1.37/20.80 Node20/1.17/20.80Node21/1.10/20.79 Node22/0.99/20.79 Node23/1.30/20.75Node24/0.88/20.75 Node25/0.45/20.02 Node26/0.32/19.17Node27/0.72/18.94 Node28/2.54/14.01 Node31/2.62/14.10Node33/2.33/13.79 Node35/2.64/14.13 Node36/4.46/13.48Node37/4.90/13.36 Node41/4.90/13.36 Node18.1.1/6.05/21.04Node34.1.1/6.85/23.17 Node39/0.10/23.25 Conduit/FLOW===>"*"Conduitusesthenormalflowoption. Link14/0.10*Link16/0.10* Link18/0.17*Link20/0.33 Link22/0.37Link24/0.41 Link26/0.41Link31/88.94 Link33/90.02Link34/0.10 Link36/91.30Link37/94.93 Link42.1.1/96.83Link41/0.02* Link48/88.49227.1/0.10 231.1/0.10235.1/0.10 239.1/0.32243.1/0.34 247.1/0.39251.1/0.41 255.1/0.41W14/0.00 W15/0.00W17/0.00 W20/0.00W21/0.00 W24/0.00W25/0.00 W27/0.00FREE#1/96.89 ######################################## ===>Systeminflows(datagroupK3)at27.83hours(Junction/Inflow,cfs) Node35/8.57E+01 ######################################## ######################################## Page72 Coupland_Exist5yr.out ===>Systeminflows(datagroupK3)at27.94hours(Junction/Inflow,cfs) Node35/8.41E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at28.03hours(Junction/Inflow,cfs) Node35/8.25E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at28.08hours(Junction/Inflow,cfs) Node35/8.10E+01 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######################################## ######################################## ===>Systeminflows(datagroupK3)at30.19hours(Junction/Inflow,cfs) Node35/5.04E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at30.28hours(Junction/Inflow,cfs) Node35/4.94E+01 ######################################## Page75 Coupland_Exist5yr.out ######################################## ===>Systeminflows(datagroupK3)at30.33hours(Junction/Inflow,cfs) Node35/4.85E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at30.44hours(Junction/Inflow,cfs) Node35/4.76E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at30.53hours(Junction/Inflow,cfs) Node35/4.67E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at30.58hours(Junction/Inflow,cfs) Node35/4.58E+01 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######################################## ######################################## ===>Systeminflows(datagroupK3)at31.19hours(Junction/Inflow,cfs) Node35/4.01E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at31.28hours(Junction/Inflow,cfs) Node35/3.94E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at31.33hours(Junction/Inflow,cfs) Node35/3.86E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at31.44hours(Junction/Inflow,cfs) Node35/3.79E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at31.53hours(Junction/Inflow,cfs) Node35/3.72E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at31.58hours(Junction/Inflow,cfs) Node35/3.65E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at31.69hours(Junction/Inflow,cfs) Node35/3.58E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at31.78hours(Junction/Inflow,cfs) Node35/3.51E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at31.83hours(Junction/Inflow,cfs) Node35/3.45E+01 ######################################## ######################################## Page77 Coupland_Exist5yr.out ===>Systeminflows(datagroupK3)at31.94hours(Junction/Inflow,cfs) Node35/3.38E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at32.03hours(Junction/Inflow,cfs) Node35/3.32E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at32.08hours(Junction/Inflow,cfs) Node35/3.26E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at32.19hours(Junction/Inflow,cfs) Node35/3.20E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at32.28hours(Junction/Inflow,cfs) Node35/3.13E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at32.33hours(Junction/Inflow,cfs) Node35/3.08E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at32.44hours(Junction/Inflow,cfs) Node35/3.02E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at32.53hours(Junction/Inflow,cfs) Node35/2.96E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at32.58hours(Junction/Inflow,cfs) Node35/2.91E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at32.69hours(Junction/Inflow,cfs) Node35/2.85E+01 Page78 Coupland_Exist5yr.out ######################################## ######################################## ===>Systeminflows(datagroupK3)at32.78hours(Junction/Inflow,cfs) Node35/2.80E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at32.83hours(Junction/Inflow,cfs) Node35/2.74E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at32.94hours(Junction/Inflow,cfs) Node35/2.69E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at33.03hours(Junction/Inflow,cfs) Node35/2.64E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at33.08hours(Junction/Inflow,cfs) Node35/2.59E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at33.19hours(Junction/Inflow,cfs) Node35/2.54E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at33.28hours(Junction/Inflow,cfs) Node35/2.50E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at33.33hours(Junction/Inflow,cfs) Node35/2.45E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at33.44hours(Junction/Inflow,cfs) Node35/2.40E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at33.53hours(Junction/Inflow,cfs) Page79 Coupland_Exist5yr.out Node35/2.36E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at33.58hours(Junction/Inflow,cfs) Node35/2.31E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at33.69hours(Junction/Inflow,cfs) Node35/2.27E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at33.78hours(Junction/Inflow,cfs) Node35/2.23E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at33.83hours(Junction/Inflow,cfs) Node35/2.18E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at33.94hours(Junction/Inflow,cfs) Node35/2.14E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at34.03hours(Junction/Inflow,cfs) Node35/2.10E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at34.08hours(Junction/Inflow,cfs) Node35/2.06E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at34.19hours(Junction/Inflow,cfs) Node35/2.02E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at34.28hours(Junction/Inflow,cfs) Node35/1.99E+01 ######################################## Page80 Coupland_Exist5yr.out ######################################## ===>Systeminflows(datagroupK3)at34.33hours(Junction/Inflow,cfs) Node35/1.95E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at34.44hours(Junction/Inflow,cfs) Node35/1.91E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at34.53hours(Junction/Inflow,cfs) Node35/1.87E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at34.58hours(Junction/Inflow,cfs) Node35/1.84E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at34.69hours(Junction/Inflow,cfs) Node35/1.80E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at34.78hours(Junction/Inflow,cfs) Node35/1.77E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at34.83hours(Junction/Inflow,cfs) Node35/1.74E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at34.94hours(Junction/Inflow,cfs) Node35/1.70E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at35.03hours(Junction/Inflow,cfs) Node35/1.67E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at35.08hours(Junction/Inflow,cfs) Page81 Coupland_Exist5yr.out Node35/1.64E+01 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######################################## ######################################## ===>Systeminflows(datagroupK3)at37.69hours(Junction/Inflow,cfs) Node35/8.80E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at37.78hours(Junction/Inflow,cfs) Node35/8.60E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at37.83hours(Junction/Inflow,cfs) Node35/8.50E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at37.94hours(Junction/Inflow,cfs) Node35/8.30E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at38.03hours(Junction/Inflow,cfs) Node35/8.10E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at38.08hours(Junction/Inflow,cfs) Node35/7.90E+00 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######################################## ######################################## ===>Systeminflows(datagroupK3)at41.19hours(Junction/Inflow,cfs) Node35/1.20E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at41.28hours(Junction/Inflow,cfs) Node35/1.20E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at41.33hours(Junction/Inflow,cfs) Node35/1.10E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at41.44hours(Junction/Inflow,cfs) Node35/1.10E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at41.53hours(Junction/Inflow,cfs) Page89 Coupland_Exist5yr.out Node35/1.10E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at41.58hours(Junction/Inflow,cfs) Node35/1.00E+00 ######################################## Cycle1500Time41Hrs40.00Min Junction/Depth/Elevation===>"*"JunctionisSurcharged. Node13/0.26/23.00Node14/0.30/23.00 Node15/0.60/21.80 Node16/0.64/21.80Node17/0.45/20.76 Node19/0.85/20.28 Node20/0.65/20.28Node21/0.59/20.28 Node22/0.48/20.28 Node23/0.81/20.26Node24/0.39/20.26 Node25/0.25/19.82 Node26/0.03/18.88Node27/0.59/18.81 Node28/0.30/11.77 Node31/0.35/11.83Node33/0.15/11.61 Node35/0.35/11.84 Node36/0.51/9.53Node37/0.77/9.23 Node41/0.77/9.23 Node18.1.1/5.77/20.76Node34.1.1/6.72/23.04 Node39/0.00/23.15 Conduit/FLOW===>"*"Conduitusesthenormalflowoption. Link14/0.00*Link16/0.00* Link18/0.00*Link20/0.00 Link22/0.00Link24/0.01 Link26/0.01*Link31/1.05 Link33/1.09Link34/0.00 Link36/1.11*Link37/1.23 Link42.1.1/1.42Link41/0.00* Link48/1.01227.1/0.00 231.1/0.00235.1/0.00 239.1/0.00243.1/0.00 247.1/0.01251.1/0.01 255.1/0.01W14/0.00 W15/0.00W17/0.00 W20/0.00W21/0.00 W24/0.00W25/0.00 W27/0.00FREE#1/1.42 ######################################## ===>Systeminflows(datagroupK3)at41.69hours(Junction/Inflow,cfs) Page90 Coupland_Exist5yr.out Node35/1.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at41.78hours(Junction/Inflow,cfs) Node35/9.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at41.83hours(Junction/Inflow,cfs) Node35/9.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at41.94hours(Junction/Inflow,cfs) Node35/9.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at42.03hours(Junction/Inflow,cfs) Node35/8.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at42.08hours(Junction/Inflow,cfs) Node35/8.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at42.19hours(Junction/Inflow,cfs) Node35/8.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at42.28hours(Junction/Inflow,cfs) Node35/7.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at42.33hours(Junction/Inflow,cfs) Node35/7.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at42.44hours(Junction/Inflow,cfs) Node35/7.00E01 ######################################## Page91 Coupland_Exist5yr.out ######################################## ===>Systeminflows(datagroupK3)at42.53hours(Junction/Inflow,cfs) Node35/6.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at42.58hours(Junction/Inflow,cfs) Node35/6.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at42.69hours(Junction/Inflow,cfs) Node35/6.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at42.78hours(Junction/Inflow,cfs) Node35/6.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at42.83hours(Junction/Inflow,cfs) Node35/5.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at42.94hours(Junction/Inflow,cfs) Node35/5.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at43.03hours(Junction/Inflow,cfs) Node35/5.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at43.08hours(Junction/Inflow,cfs) Node35/5.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at43.19hours(Junction/Inflow,cfs) Node35/5.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at43.28hours(Junction/Inflow,cfs) Page92 Coupland_Exist5yr.out Node35/4.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at43.33hours(Junction/Inflow,cfs) Node35/4.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at43.44hours(Junction/Inflow,cfs) Node35/4.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at43.53hours(Junction/Inflow,cfs) Node35/4.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at43.58hours(Junction/Inflow,cfs) Node35/4.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at43.69hours(Junction/Inflow,cfs) Node35/4.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at43.78hours(Junction/Inflow,cfs) Node35/3.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at43.83hours(Junction/Inflow,cfs) Node35/3.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at43.94hours(Junction/Inflow,cfs) Node35/3.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at44.03hours(Junction/Inflow,cfs) Node35/3.00E01 ######################################## ######################################## Page93 Coupland_Exist5yr.out ===>Systeminflows(datagroupK3)at44.08hours(Junction/Inflow,cfs) Node35/3.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at44.19hours(Junction/Inflow,cfs) Node35/3.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at44.28hours(Junction/Inflow,cfs) Node35/3.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at44.33hours(Junction/Inflow,cfs) Node35/3.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at44.44hours(Junction/Inflow,cfs) Node35/2.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at44.53hours(Junction/Inflow,cfs) Node35/2.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at44.58hours(Junction/Inflow,cfs) Node35/2.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at44.69hours(Junction/Inflow,cfs) Node35/2.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at44.78hours(Junction/Inflow,cfs) Node35/2.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at44.83hours(Junction/Inflow,cfs) Node35/2.00E01 Page94 Coupland_Exist5yr.out ######################################## ######################################## ===>Systeminflows(datagroupK3)at44.94hours(Junction/Inflow,cfs) Node35/2.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at45.03hours(Junction/Inflow,cfs) Node35/2.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at45.08hours(Junction/Inflow,cfs) Node35/2.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at45.19hours(Junction/Inflow,cfs) Node35/2.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at45.28hours(Junction/Inflow,cfs) Node35/1.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at45.33hours(Junction/Inflow,cfs) Node35/1.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at45.44hours(Junction/Inflow,cfs) Node35/1.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at45.53hours(Junction/Inflow,cfs) Node35/1.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at45.58hours(Junction/Inflow,cfs) Node35/1.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at45.69hours(Junction/Inflow,cfs) Page95 Coupland_Exist5yr.out Node35/1.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at45.78hours(Junction/Inflow,cfs) Node35/1.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at45.83hours(Junction/Inflow,cfs) Node35/1.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at45.94hours(Junction/Inflow,cfs) Node35/1.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at46.03hours(Junction/Inflow,cfs) Node35/1.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at46.08hours(Junction/Inflow,cfs) Node35/1.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at46.19hours(Junction/Inflow,cfs) Node35/1.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at46.28hours(Junction/Inflow,cfs) Node35/1.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at46.33hours(Junction/Inflow,cfs) Node35/1.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at46.44hours(Junction/Inflow,cfs) Node35/1.00E01 ######################################## Page96 Coupland_Exist5yr.out ######################################## ===>Systeminflows(datagroupK3)at46.53hours(Junction/Inflow,cfs) Node35/0.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at46.58hours(Junction/Inflow,cfs) Node35/0.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at46.69hours(Junction/Inflow,cfs) Node35/0.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at46.78hours(Junction/Inflow,cfs) Node35/0.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at46.83hours(Junction/Inflow,cfs) Node35/0.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at46.94hours(Junction/Inflow,cfs) Node35/0.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at47.03hours(Junction/Inflow,cfs) Node35/0.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at47.08hours(Junction/Inflow,cfs) Node35/0.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at47.19hours(Junction/Inflow,cfs) Node35/0.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at47.28hours(Junction/Inflow,cfs) Page97 Coupland_Exist5yr.out Node35/0.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at47.33hours(Junction/Inflow,cfs) Node35/0.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at47.44hours(Junction/Inflow,cfs) Node35/0.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at47.53hours(Junction/Inflow,cfs) Node35/0.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at47.58hours(Junction/Inflow,cfs) Node35/0.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at47.69hours(Junction/Inflow,cfs) Node35/0.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at47.78hours(Junction/Inflow,cfs) Node35/0.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at47.83hours(Junction/Inflow,cfs) Node35/0.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at47.94hours(Junction/Inflow,cfs) Node35/0.00E+00 ######################################## *===================================================* |TableE5JunctionTimeLimitationSummary| |(0.10or0.25)*Depth*Area| |Timestep=| Page98 Coupland_Exist5yr.out |SumofFlow| *===================================================* |Thetimethisjunctionwasthelimitingjunction| |islistedinthethirdcolumn.| *===================================================* JunctionTime(.10)Time(.25)Time(sec) Node13102.70256.751400.0 Node14184.87462.180.0 Node1557.33143.321800.0 Node1685.49213.72100.0 Node1745.83114.581100.0 Node1946.34115.84100.0 Node2059.40148.510.0 Node2159.05147.630.0 Node2235.4388.58700.0 Node2383.94209.840.0 Node2492.50231.240.0 Node2539.8999.72100.0 Node2671.22178.06100.0 Node2727.0467.6050000.0 Node2855.41138.541000.0 Node3186.75216.880.0 Node33100.70251.760.0 Node3551.66129.15113700.0 Node3670.39175.970.0 Node37100.84252.110.0 Node411000.001000.000.0 Node18.1.120.3550.87600.0 Node34.1.116.9242.312100.0 Node3991.06227.650.0 Thejunctionrequiringthesmallesttimestepwas...Node35 *==========================================================* |TableE5aConduitExplicitConditionSummary| |Courant=ConduitLength| |Timestep=| |Velocity+sqrt(g*depth)| || |ConduitImplicitConditionSummary| Page99 Coupland_Exist5yr.out |Courant=ConduitLength| |Timestep=| |Velocity| *==========================================================* |The3rdcolumnistheExplicittimesteptimesthe| |minimumcouranttimestepfactor| || |MinimumConduitTimeStepinsecondsinthe4thcolumn| |inthelist.Maximumpossibleis10*maximumtimestep| || |The5thcolumnisthemaximumchangeatanytimestep| |duringthesimulation.The6thcolumnisthewobble| |valuewhichisanindicatoroftheflowstability.| || |Youshouldusethissectiontofindthoseconduitsthat| |areslowingyourmodeldown.Usemodifyconduitsto| |alterthelengthoftheslowconduitstomakeyour| |simulationfaster,orchangetheconduitnameto| |"CHME?????"where?????areanycharacters,thiswill| |lengthentheconduitbasedonthemodeltimestep,| |notthevaluelistedinmodifyconduits.| *==========================================================* ConduitTime(exp)Expl*CminTime(imp)Time(min)MaxQchange WobbleTypeofSoln Link148.868.8622.1818.30.063 0.055NormalSoln Link163.213.219.900.00.064 0.043NormalSoln Link1830.6730.67277.910.00.046 0.209NormalSoln Link2013.1313.13102.030.00.080 0.302NormalSoln Link2234.9734.97301.890.00.057 1.259NormalSoln Link2431.3531.35129.120.00.046 0.334NormalSoln Link264.004.009.370.00.045 0.071NormalSoln Link3114.2114.2184.190.00.605 0.062NormalSoln Link3313.5113.5169.270.00.458 0.048NormalSoln Link346.926.9233.510.00.047 0.070NormalSoln Link3634.7934.79200.700.00.501 Page100 Coupland_Exist5yr.out 0.005NormalSoln Link3749.7449.74473.530.00.362 0.016NormalSoln Link42.1.11.311.3113.582525.02.028 0.482NormalSoln Link4123.6823.68162.638.30.013 0.029NormalSoln Link482.702.7014.290.02.437 0.045NormalSoln 227.13.623.6217.270.00.012 1.287NormalSoln 231.12.922.9212.210.00.054 3.002NormalSoln 235.12.582.5812.710.00.045 1.459NormalSoln 239.11.641.644.0168.30.089 2.855NormalSoln 243.11.681.683.810.00.068 4.142NormalSoln 247.11.251.253.02260.00.051 1.524NormalSoln 251.12.642.645.400.00.046 3.413NormalSoln 255.16.196.199.830.00.047 0.938NormalSoln Theconduitwiththesmallesttimesteplimitationwas..Link42.1.1 Theconduitwiththelargestwobblewas.................243.1 Theconduitwiththelargestflowchangeinany consecutivetimestep...................................Link48 Page101 Coupland_Exist5yr.out ************************************************ *EndoftimestepDOloopinRunoff* ************************************************ FinalDate(Mo/Day/Year)=1/2/2016 Totalnumberoftimesteps=2879 FinalJulianDate=2016002 Finaltimeofday=86340.seconds. Finaltimeofday=23.98hours. Finalrunningtime=47.9833hours. Finalrunningtime=1.9993days. **************************************************** *ExtrapolationSummaryforWatersheds* *Explainsthenumberoftimestepsanditerations* *usedinthesolutionofthesubcatchments.* *#Steps==>TotalNumberofExtrapolatedSteps* *#Calls==>TotalNumberofOVERLNDCalls* **************************************************** Subcatchment#Steps#CallsSubcatchment#Steps#Calls Subcatchment#Steps#Calls Node39#1168605620Node34.1.1#1169625654 Node17#1165905530 Node18.1.1#1169475649Node19#1173195773 ######################################################### #RainfallinputsummaryfromRunoffContinuityCheck# ######################################################### Totalrainfallreadforgage#1is6.4200in Totalrainfalldurationforgage#1is1440.00minutes ************************************************************ *TableR5.CONTINUITYCHECKFORSURFACEWATER* *Anycontinuityerrorcanbefixedbyloweringthe* *wetandtransitiontimestep.Thetransitiontime* *shouldnotbemuchgreaterthanthewettimestep.* ************************************************************ Page102 Coupland_Exist5yr.out Inchesover cubicfeetTotalBasin TotalPrecipitation(RainplusSnow)5.812167E+056.420 TotalInfiltration1.021485E+051.128 TotalEvaporation1.290268E+040.143 SurfaceRunofffromWatersheds4.661761E+055.149 TotalWaterremaininginSurfaceStorage0.000000E+000.000 InfiltrationoverthePerviousArea...1.021485E+052.631 Infiltration+Evaporation+ SurfaceRunoff+Snowremoval+ WaterremaininginSurfaceStorage+ WaterremaininginSnowCover.........5.812273E+056.420 TotalPrecipitation+InitialStorage.5.812167E+056.420 Theerrorincontinuityiscalculatedas *************************************** *Precipitation+InitialSnowCover* *Infiltration* *EvaporationSnowremoval* *SurfaceRunofffromWatersheds* *WaterinSurfaceStorage* *WaterremaininginSnowCover* ** *Precipitation+InitialSnowCover* *************************************** PercentContinuityError...............0.0018 **************************************************** *TableR6.ContinuityCheckforChannel/Pipes* *Youshouldhavezerocontinuityerror* *ifyouarenotusingrunoffhydraulics* **************************************************** Inches over cubicfeetTotal Basin InitialChannel/PipeStorage................0.000000E+000.000 FinalChannel/PipeStorage..................0.000000E+000.000 SurfaceRunofffromWatersheds..............4.661761E+055.149 GroundwaterSubsurfaceInfloworDiversion..0.000000E+000.000 EvaporationLossfromChannels..............0.000000E+000.000 GroundwaterFlowDivertedOutofNetwork....0.000000E+000.000 Channel/Pipe/InletOutflow..................4.661761E+055.149 InitialStorage+Inflow....................4.661761E+055.149 FinalStorage+Outflow+DivertedGW.......4.661761E+055.149 Page103 Coupland_Exist5yr.out ******************************************** *FinalStorage+Outflow+Evaporation* *WatershedRunoffGroundwaterInflow* *InitialChannel/PipeStorage* ** *FinalStorage+Outflow+Evaporation* ******************************************** PercentContinuityError....................0.0000 ################################################## #TableR9.SummaryStatisticsforSubcatchments# ################################################## Note:TotalRunoffDepthincludespervious&imperviousareas. PerviousandImperviousRunoffDepthisonlytherunofffromthosetwo areas. Forcatchmentsreceivingredirectedflow,thisflowwillonlybeshownif theflowisnot directeddirectlytotheoutlet.Flowthatisgettingredirectedisalso listedwith theoriginalsubcatchment. Subcatchment...........Node39#1Node34.1.1#1 Node17#1Node18.1.1#1Node19#1 Area(acres)...........2.270005.20000 0.360004.8700012.24000 PercentImpervious.....50.0000067.00000 67.0000067.0000050.00000 TotalRainfall(in)....6.420006.42000 6.420006.420006.42000 MaxIntensity(in/hr)..9.240009.24000 9.240009.240009.24000 PerviousArea TotalRunoffDepth(in)3.659593.75618 3.767973.756503.63354 PeakRunoffRate(cfs).1.803313.91214 0.286933.669488.98773 TotalImperviousArea TotalRunoffDepth(in)6.259626.25568 6.259626.255796.25501 PeakRunoffRate(cfs).3.050348.92003 0.648218.3646615.54117 Page104 Coupland_Exist5yr.out ImperviousAreawithdepressionstorage TotalRunoffDepth(in)4.694724.69176 4.694724.691844.69125 PeakRunoffRate(cfs).2.287756.69003 0.486166.2735011.65588 ImperviousAreawithoutdepressionstorage TotalRunoffDepth(in)1.564911.56392 1.564911.563951.56375 PeakRunoffRate(cfs).0.762582.23001 0.162052.091173.88529 TotalArea TotalRunoffDepth(in)4.959615.43085 5.437375.431024.94427 PeakRunoffRate(cfs).4.8073812.83217 0.9351412.0341524.23384 RationalFormula PerviousTc.(mins)....0.000000.00000 0.000000.000000.00000 Perv.Intensity(in/hr)0.000000.00000 0.000000.000000.00000 PerviousC............0.000000.00000 0.000000.000000.00000 ImperviousTc.(mins)..0.000000.00000 0.000000.000000.00000 Imp.Intensity(in/hr).0.000000.00000 0.000000.000000.00000 ImperviousC..........0.000000.00000 0.000000.000000.00000 PartialArea(Ha)......0.000000.00000 0.000000.000000.00000 PartialAreaTc........0.000000.00000 0.000000.000000.00000 PartialAreaIntensity.0.000000.00000 0.000000.000000.00000 ===>Runoffsimulationendednormally. *==================================================* |TableE6.FinalModelCondition| |Thistableisusedforsteadystate| |flowcomparisonandistheinformation| Page105 Coupland_Exist5yr.out |savedtothehotrestartfile.| |FinalTime=48.028hours| *==================================================* Junction/Depth/Elevation===>"*"JunctionisSurcharged. Node13/0.26/23.00/Node14/0.30/23.00/ Node15/0.60/21.80/ Node16/0.64/21.80/Node17/0.44/20.75/ Node19/0.79/20.22/ Node20/0.59/20.22/Node21/0.53/20.22/ Node22/0.42/20.22/ Node23/0.76/20.21/Node24/0.34/20.21/ Node25/0.24/19.81/ Node26/0.01/18.86/Node27/0.58/18.80/ Node28/0.01/11.48/ Node31/0.00/11.48/Node33/0.00/11.46/ Node35/0.00/11.49/ Node36/0.01/9.03/Node37/0.01/8.47/ Node41/0.00/8.46/ Node18.1.1/5.76/20.75/Node34.1.1/6.72/23.04/ Node39/0.00/23.15/ Conduit/Flow===>"*"Conduitusesthenormalflowoption. Link14/0.00*/Link16/0.00*/ Link18/0.00*/ Link20/0.00/Link22/0.00/ Link24/0.00/ Link26/0.00*/Link31/0.00/ Link33/0.00/ Link34/0.00/Link36/0.00*/ Link37/0.00*/ Link42.1.1/0.00/Link41/0.00*/ Link48/0.00/ 227.1/0.00/231.1/0.00/ 235.1/0.00/ 239.1/0.00/243.1/0.00/ 247.1/0.00/ 251.1/0.00/255.1/0.00/ W14/0.00/ W15/0.00/W17/0.00/ W20/0.00/ W21/0.00/W24/0.00/ W25/0.00/ W27/0.00/FREE#1/0.00/ Conduit/Velocity Link14/0.00/Link16/0.00/ Link18/0.00/ Page106 Coupland_Exist5yr.out Link20/0.00/Link22/0.02/ Link24/0.07/ Link26/0.01/Link31/0.00/ Link33/0.01/ Link34/0.00/Link36/0.04/ Link37/0.03/ Link42.1.1/0.03/Link41/0.00/ Link48/0.00/ 227.1/0.00/231.1/0.00/ 235.1/0.00/ 239.1/0.00/243.1/0.01/ 247.1/0.00/ 251.1/0.28/255.1/0.58/ Conduit/Width Link14/0.17/Link16/0.04/ Link18/0.30/ Link20/0.86/Link22/0.58/ Link24/0.15/ Link26/0.39/Link31/0.07/ Link33/0.19/ Link34/0.44/Link36/0.06/ Link37/0.09/ Link42.1.1/0.10/Link41/0.44/ Link48/0.00/ 227.1/1.61/231.1/2.14/ 235.1/1.87/ 239.1/2.29/243.1/1.28/ 247.1/2.24/ 251.1/0.98/255.1/1.18/ Junction/EGL Node13/0.26/Node14/0.30/ Node15/0.60/ Node16/0.64/Node17/0.44/ Node19/0.79/ Node20/0.59/Node21/0.53/ Node22/0.42/ Node23/0.76/Node24/0.34/ Node25/0.24/ Node26/0.69/Node27/0.58/ Node28/4.81/ Node31/0.00/Node33/0.00/ Node35/0.00/ Node36/0.01/Node37/0.01/ Node41/0.00/ Node18.1.1/5.76/Node34.1.1/6.72/ Node39/0.00/ Page107 Coupland_Exist5yr.out Junction/Freeboard Node13/17.00/Node14/17.00/ Node15/18.20/ Node16/18.20/Node17/19.25/ Node19/19.78/ Node20/19.78/Node21/19.78/ Node22/19.78/ Node23/19.79/Node24/19.79/ Node25/20.19/ Node26/21.14/Node27/21.20/ Node28/28.52/ Node31/28.52/Node33/28.54/ Node35/28.51/ Node36/30.97/Node37/31.53/ Node41/31.54/ Node18.1.1/19.25/Node34.1.1/16.96/ Node39/16.85/ Junction/MaxVolume Node13/21.14/Node14/21.46/ Node15/38.80/ Node16/38.78/Node17/49.58/ Node19/60.11/ Node20/54.76/Node21/53.71/ Node22/47.02/ Node23/50.28/Node24/42.56/ Node25/36.36/ Node26/24.63/Node27/26.99/ Node28/96.97/ Node31/97.33/Node33/96.48/ Node35/97.31/ Node36/126.44/Node37/132.44/ Node41/132.41/ Node18.1.1/116.27/Node34.1.1/102.72/ Node39/17.58/ Junction/TotalFldng Node13/0.00/Node14/0.00/ Node15/0.00/ Node16/0.00/Node17/0.00/ Node19/0.00/ Node20/0.00/Node21/0.00/ Node22/0.00/ Node23/0.00/Node24/0.00/ Node25/0.00/ Node26/0.00/Node27/0.00/ Node28/0.00/ Page108 Coupland_Exist5yr.out Node31/0.00/Node33/0.00/ Node35/0.00/ Node36/0.00/Node37/0.00/ Node41/0.00/ Node18.1.1/0.00/Node34.1.1/0.00/ Node39/0.00/ Conduit/CrossSectionalArea Link14/0.03/Link16/0.00/ Link18/0.08/ Link20/0.15/Link22/0.06/ Link24/0.02/ Link26/0.11/Link31/0.03/ Link33/0.10/ Link34/0.17/Link36/0.03/ Link37/0.04/ Link42.1.1/0.06/Link41/0.17/ Link48/0.00/ 227.1/0.33/231.1/0.91/ 235.1/0.56/ 239.1/1.27/243.1/0.16/ 247.1/1.17/ 251.1/0.00/255.1/0.00/ Conduit/FinalVolume Link14/1.95/Link16/0.08/ Link18/19.36/ Link20/18.13/Link22/17.56/ Link24/5.30/ Link26/4.13/Link31/5.60/ Link33/19.76/ Link34/8.20/Link36/16.17/ Link37/31.54/ Link42.1.1/1.11/Link41/22.26/ Link48/0.05/ 227.1/10.93/231.1/34.34/ 235.1/18.65/ 239.1/42.10/243.1/5.27/ 247.1/28.09/ 251.1/0.23/255.1/0.30/ Conduit/HydraulicRadius Link14/0.01/Link16/0.00/ Link18/0.02/ Link20/0.05/Link22/0.03/ Link24/0.02/ Link26/0.03/Link31/0.00/ Link33/0.01/ Page109 Coupland_Exist5yr.out Link34/0.04/Link36/0.00/ Link37/0.00/ Link42.1.1/0.01/Link41/0.04/ Link48/0.00/ 227.1/0.19/231.1/0.36/ 235.1/0.26/ 239.1/0.43/243.1/0.11/ 247.1/0.41/ 251.1/0.01/255.1/0.01/ Conduit/Upstream/DownstreamElevation Link14/23.00/21.80Link16/21.80/20.75 Link18/20.75/20.22/ Link20/20.22/20.22Link22/20.21/20.22 Link24/20.21/19.81/ Link26/18.86/18.80Link31/11.48/11.48 Link33/11.48/11.46/ Link34/23.00/23.04Link36/11.46/9.03 Link37/9.03/8.47/ Link42.1.1/8.47/8.46Link41/23.15/23.04 Link48/11.49/11.48/ 227.1/23.00/23.00231.1/21.80/21.80 235.1/20.75/20.75/ 239.1/20.22/20.22243.1/20.22/20.22 247.1/20.21/20.21/ 251.1/19.81/19.54255.1/18.80/16.27 *=========================================================* |TableE7IterationSummary| *=========================================================* Totalnumberoftimestepssimulated............1728 Totalnumberofpassesinthesimulation........135279 Totalnumberoftimestepsduringsimulation....71149 Ratioofactual#oftimesteps/NTCYC.........41.174 Averagenumberofiterationspertimestep......1.901 Averagetimestepsize(seconds)................2.429 Smallesttimestepsize(seconds)................1.250 Largesttimestepsize(seconds)................100.000 AverageminimumConduitCouranttimestep(sec).3.680 Averageminimumimplicittimestep(sec)........2.451 Averageminimumjunctiontimestep(sec)........2.451 AverageCourantFactorTf.......................2.451 Numberoftimesomegareduced...................0 *=========================================================* Page110 Coupland_Exist5yr.out |TableE8JunctionTimeStepLimitationSummary| *=========================================================* |NotConvr=Numberoftimesthisjunctiondidnot| |convergeduringthesimulation.| |AvgConvr=Averagejunctioniterations.| |Converr=Meanconvergenceerror.| |OmegaCng=Changeofomegaduringiterations| |MaxItern=Maximumnumberofiterations| *=========================================================* JunctionNotConvrAvgConvrTotalIttOmegaCngMaxIternIttrn>10 Ittrn>25Ittrn>40 Node13512.9320878305011075 10591058 Node1401.50106747090 00 Node1501.36968480473 11 Node1601.4410216304572 22 Node1701.6811970108275 11 Node1901.7012128806924 22 Node2001.9613952709012 33 Node2101.531088510721 11 Node2201.531086750153 00 Node2301.901353330848 22 Node2401.931369720121 00 Node2501.3495635090 00 Node2601.641165310142 00 Node2751.339492905015 55 Node2841.9213637105015 44 Node3102.731943680499134 126120 Node3301.70120673050 00 Node3503.012143710498214 Page111 Coupland_Exist5yr.out 200195 Node3601.71121730050 00 Node3703.58254887060 00 Node41134197.2214031984050167354 6714667048 Node18.1.101.6211521501816 00 Node34.1.1532.6719001005011064 10571049 Node3901.1984485050 00 Totalnumberofiterationsforalljunctions..17156077 Minimumnumberofpossibleiterations.........1707576 Efficiencyofthesimulation..................10.05 PoorEfficiency *==========================================================* |ExtranEfficiencyisanindicatoroftheefficiencyof| |thesimulation.Idealefficiencyisoneiterationper| |timestep.Alteringtheunderrelaxationparameter,| |loweringthetimestep,increasingtheflowandhead| |tolerancearegoodwaysofimprovingtheefficiency,| Page112 Coupland_Exist5yr.out |anotherisloweringtheinternaltimestep.Thelowerthe| |efficiencygenerallythefasteryourmodelwillrun.| |Ifyourefficiencyislessthan1.5thenyoumaytry| |increasingyourtimestepsothatyouroverallsimulation| |isfaster.Idealefficiencywouldbearound2.0| || |GoodEfficiency<1.5meaniterations| |ExcellentEfficiency<2.5and>1.5meaniterations| |GoodEfficiency<4.0and>2.5meaniterations| |FairEfficiency<7.5and>4.0meaniterations| |PoorEfficiency>7.5meaniterations| *==========================================================* *======================================================* |TableE9JUNCTIONSUMMARYSTATISTICS| |TheMaximumareaisonlytheareaofthenode,it| |doesnotincludetheareaofthesurroundingconduits| *======================================================* UppermostMaximumTimeFeetof MaximumMaximumMaximumMaximum GroundPipeCrownJunctionofSurcharge FreeboardJunctionGutterGutterGutter JunctionElevationElevationElevationOccurenceatMaxof nodeAreaDepthWidthVelocity NamefeetfeetfeetHr.Min.Elevation feetft^2feetfeetft/s Node1340.0027.8624.4216290.00 15.5812.56600.000.000.00 Node1440.0027.8224.4116290.00 15.5912.56600.000.000.00 Node1540.0026.3224.2916310.00 15.7112.56600.000.000.00 Node1640.0026.6224.2516310.00 15.7512.56600.000.000.00 Node1740.0025.5124.2616310.00 15.7412.56600.000.000.00 Node1940.0024.5224.2116310.00 15.7912.56600.000.000.00 Node2040.0025.1723.9916340.00 16.0112.56600.000.000.00 Node2140.0024.7123.9616340.00 16.0412.56600.000.000.00 Node2240.0025.5023.5416370.00 16.4612.56600.000.000.00 Page113 Coupland_Exist5yr.out Node2340.0025.5223.4516380.00 16.5512.56600.000.000.00 Node2440.0026.2823.2616380.00 16.7412.56600.000.000.00 Node2540.0025.9122.4616390.00 17.5412.56600.000.000.00 Node2640.0025.2420.8116420.00 19.1912.56600.000.000.00 Node2740.0024.6120.3716470.00 19.6312.56600.000.000.00 Node2840.0029.4419.1917150.00 20.8112.56600.000.000.00 Node3140.0027.8419.2317150.00 20.7712.56600.000.000.00 Node3340.0029.4319.1417150.00 20.8612.56600.000.000.00 Node3540.0027.8219.2317150.00 20.7712.56600.000.000.00 Node3640.0028.0519.0817160.00 20.9212.56600.000.000.00 Node3740.0028.4019.0017160.00 21.0012.56600.000.000.00 Node4140.0028.4019.0017160.00 21.0012.56600.000.000.00 Node18.1.140.0025.5724.2416310.00 15.7612.56600.000.000.00 Node34.1.140.0027.1024.4916270.00 15.5112.56600.000.000.00 Node3940.0027.9724.5516270.00 15.4512.56600.000.000.00 *======================================================* |TableE10CONDUITSUMMARYSTATISTICS| |Note:Thepeakflowmaybelessthanthedesignflow| |andtheconduitmaystillsurchargebecauseofthe| |downstreamboundaryconditions.| || |*denotesanopenconduitthathasbeenovertopped| |thisisapotentialsourceofsevereerrors| *======================================================* ConduitMaximumMaximumTimeMaximum TimeRatioofMaximumWaterRatio DesignDesignVerticalComputedofComputed ofMax.toElevatPipeEndsd/D ConduitFlowVelocityDepthFlowOccurenceVelocity OccurenceDesignUpstreamDwnstrmUSDS Name(cfs)(ft/s)(in)(cfs)Hr.Min.(ft/s)Hr. Page114 Coupland_Exist5yr.out Min.Flow(ft)(ft) Link14596.74837.626257.840016.226116173.0940 16130.027224.407624.28810.2920.578 Link16887.901911.347057.840015.464616222.3289 1610.017424.246124.25550.5070.740 Link18264.74153.383357.840025.877216280.8762 1670.097724.243124.21350.7250.936 Link20316.72763.692560.240047.031316291.1578 16120.148523.987523.96440.7640.851 Link2272.59770.564664.200045.343816340.9388 16140.624623.541723.45160.6300.617 Link24267.18702.367673.320044.681716382.1733 16290.167223.257022.46380.5050.436 Link261249.14610.084476.680044.617316394.1452 16320.035720.809920.36780.3070.336 Link3122103.960.7876196.3200633.578916502.3722 16200.028719.225319.18690.4730.472 Link3329068.210.9626215.6400670.122016512.7839 16170.023119.186919.13750.4290.427 Link34500.43806.395457.840017.238416161.4712 16130.034424.494124.42220.3020.444 Link36284979.09.2782215.6400662.50821732.4885 16180.002319.137519.08250.4270.560 Link3782357.802.9857228.3600657.770317111.5794 16320.008019.082518.99940.5290.554 Link42.1.111938.340.0000239.2800657.218417161.4737 17160.055118.999418.99750.5290.528 Link41325.15044.155357.84004.693616170.8224 16130.014424.549224.49410.2900.459 Link4846955.911.7426195.9600640.884716492.6766 16190.013619.233819.22530.4740.474 227.112.31122.508030.00006.356416231.9310 16160.516324.422224.40760.6730.683 231.111.60382.363930.000015.614516223.0844 16151.345624.288124.24611.2351.234 235.126.59945.418830.000013.275416122.6902 16120.499124.255524.24311.5221.573 239.132.61146.643530.000041.009916188.3136 16181.257524.213523.98751.8011.823 243.121.24734.328530.000043.508916258.8350 16252.047723.964423.54171.5261.405 247.154.305811.063130.000039.087916287.9362 16280.719823.451623.25701.4331.523 251.126.15195.327630.000044.628316398.9035 16391.706522.463821.75641.0660.887 255.195.046013.446336.000044.5424164012.7074 Page115 Coupland_Exist5yr.out 16270.468620.367819.18690.5230.972 W14UndefndUndefndUndefnd10.68151616 W15UndefndUndefndUndefnd2.89301631 W17UndefndUndefndUndefnd7.94671628 W20UndefndUndefndUndefnd17.09571631 W21UndefndUndefndUndefnd5.44101634 W24UndefndUndefndUndefnd7.59531638 W25UndefndUndefndUndefnd0.000000 W27UndefndUndefndUndefnd0.000000 FREE#1UndefndUndefndUndefnd657.16871716 *==================================================* |TableE11.Areaassumptionsusedintheanalysis| |SubcriticalandCriticalflowassumptionsfrom| |SubroutineHead.SeeFigure171inthe| |manualforfurtherinformation.| *==================================================* DurationDurationDurat.ofDurat.of ofofSubUpstreamDownstreamMaximum MaximumMaximum ConduitDryCriticalCriticalCriticalHydraulic XSectVel*D NameFlow(min)Flow(min)Flow(min)Flow(min)Radiusm Area(ft^2)(ft^2/s) Link14181.832689.190.008.980.713 13.4115.124 Link1698.032781.970.000.001.162 28.3903.318 Link1867.192812.810.000.001.540 52.5212.607 Link2062.562817.440.000.001.880 56.6373.695 Link2283.802754.7441.460.001.558 50.0082.974 Link24123.991239.820.001516.201.317 18.5326.144 Link26125.712754.290.000.000.918 11.7818.331 Link3190.092789.910.000.004.534 355.92414.250 Link3390.562789.440.000.004.518 325.71016.271 Link34279.621821.99778.400.000.982 9.5412.383 Page116 Coupland_Exist5yr.out Link3691.112788.890.000.004.634 412.39017.441 Link3791.112788.890.000.005.369 435.30316.104 Link42.1.192.542787.460.000.005.647 445.94015.529 Link418.332822.740.0048.930.696 9.6281.371 Link48136.992743.010.000.004.537 328.88715.901 227.176.572803.430.000.000.731 3.5423.068 231.186.852793.150.000.000.761 5.1469.032 235.161.892818.110.000.000.760 5.1318.157 239.125.832851.063.110.000.758 5.07934.571 243.177.942794.547.520.000.760 5.10231.291 247.1113.622766.380.000.000.756 5.03328.500 251.1125.710.000.002754.290.760 4.82721.724 255.1129.75332.150.002418.100.784 5.21922.347 *===========================================* |TableE12.MeanConduitFlowInformation| *===========================================* MeanTotalMeanLowMean MeanMeanMean ConduitFlowFlowPercentFlowFroude HydraulicCrossConduit Name(cfs)(ft^3)ChangeWeightngNumber RadiusAreaRoughness Link140.828143053.2600.0000.9740.317 0.1670.6840.040 Link160.828142999.5010.0000.9910.369 0.1791.2260.040 Link181.425246293.0060.0000.9950.081 0.3693.8630.040 Link202.697465987.6870.0000.9960.051 0.5486.8910.040 Link222.697466086.1280.0000.9930.057 0.4927.1810.040 Page117 Coupland_Exist5yr.out Link242.698466213.3410.0000.9860.210 0.4052.8640.040 Link262.699466351.2790.0000.9850.313 0.2791.6030.040 Link3197.13316784641.3900.0000.9920.126 1.76796.6910.032 Link3399.86617256798.8920.0000.9920.203 1.64982.6490.032 Link340.828143138.8540.0000.9550.061 0.4102.9800.040 Link3699.94117269801.7000.0000.9920.230 1.64186.1660.032 Link37100.12117300871.2390.0000.9920.091 2.236120.1550.032 Link42.1.1100.15417306671.4650.0010.9920.072 2.444135.0940.032 Link410.23740905.3400.0001.0000.071 0.1720.8090.040 Link4897.12516783262.4980.0000.9830.151 1.70485.2390.032 227.10.582100584.2790.0000.9940.118 0.3360.9300.015 231.10.813140525.9160.0000.9930.073 0.4721.6550.015 235.10.747129163.2880.0000.9960.047 0.5022.0370.013 239.12.541439159.4980.0001.0000.096 0.6453.3070.015 243.12.666460756.3790.0000.9940.151 0.4942.0980.015 247.12.643456781.6350.0000.9880.114 0.6263.0800.013 251.12.699466348.8280.0000.9850.824 0.2600.8340.015 255.12.698466187.0210.0000.9841.760 0.1990.5940.013 W140.24742612.477 W150.0152528.517 W170.12120881.272 W200.15626936.082 W210.0315364.295 W240.0559433.478 W250.0000.000 W270.0000.000 FREE#1100.14717305396.144 *===============================================================* |TableE13.Channellosses(H),headwaterdepth(HW),tailwater| Page118 Coupland_Exist5yr.out |depth(TW),criticalandnormaldepth(YcandYn).| |Usethissectionforculvertcomparisons| *===============================================================* ConduitMaximumHeadFrictionCriticalNormalHW TW NameFlowLossLossDepthDepthElevat Elevat Link1416.2000.0000.7091.1441.21224.258 23.866MaxFlow Link1615.4450.0000.0111.1201.02424.107 24.119MaxFlow Link1825.8730.0000.0381.3791.97024.234 24.203MaxFlow Link2047.0130.0000.0311.5732.28023.970 23.945MaxFlow Link220.0010.0000.0070.0010.01720.208 20.218MaxFlow Link2444.6820.0000.6431.9073.36923.257 22.462MaxFlow Link2644.6150.0000.5291.7361.90520.808 20.335MaxFlow Link31633.1290.0000.0422.96210.43719.107 19.065MaxFlow Link33669.2990.0000.0543.49711.89519.065 19.009MaxFlow Link340.0000.0000.0000.0000.00023.000 23.040MaxFlow Link36662.4900.0000.1153.4794.22019.091 19.033MaxFlow Link37657.7690.0000.0904.1797.10919.078 18.994MaxFlow Link42.1.1657.1570.0000.0024.04610.53718.999 18.997MaxFlow Link414.6790.0000.1060.6870.95924.480 24.396MaxFlow Link48636.7170.0000.0103.4147.53819.020 19.008MaxFlow 227.16.3530.0000.0180.8331.27424.391 24.375MaxFlow 231.115.5970.0000.0671.3322.50024.173 24.107MaxFlow 235.10.0010.0000.0000.0010.00120.751 20.751MaxFlow 239.10.0000.0000.0000.0000.00020.218 20.218MaxFlow Page119 Coupland_Exist5yr.out 243.10.0010.0000.0000.0010.00220.218 20.218MaxFlow 247.10.0010.0000.0000.0010.00120.208 20.208MaxFlow 251.144.6260.0000.7072.2162.50022.464 21.756MaxFlow 255.144.5410.0001.7942.1741.44420.335 18.542MaxFlow *==========================================================* |TableE13a.CULVERTANALYSISCLASSIFICATION,| |andthetimetheculvertwasinaparticular| |classificationduringthesimulation.Thetimeis| |inminutes.TheDynamicWaveEquationisusedfor| |allconduitanalysisbuttheculvertflowclassification| |conditionisbasedontheHWandTWdepths.| *==========================================================* MildMildSteepMildMild SlopeSlopeTWSlopeTWSlugFlowSlopeSlope CriticalDControlInsignfOutlet/TW>DTW<=D ConduitOutletOutletEntranceEntranceOutletOutlet OutletInletInlet NameControlControlControlControlControlControl ControlControlConfiguration Link140.0002720.000160.0000.0000.0000.000 0.0000.000None Link160.0001430.0001113.333145.0000.0000.000 191.6670.000None Link180.0002813.33366.6670.0000.0000.000 0.0000.000None Link200.0002818.33361.6670.0000.0000.000 0.0000.000None Link220.0002796.66783.3330.0000.0000.000 0.0000.000None Link24930.0001826.667123.3330.0000.0000.000 0.0000.000None Link261.6672753.333125.0000.0000.0000.000 0.0000.000None Link310.0002790.00090.0000.0000.0000.000 0.0000.000None Link330.0002790.00090.0000.0000.0000.000 0.0000.000None Link340.0002610.00075.000195.0000.0000.000 0.0000.000None Page120 Coupland_Exist5yr.out Link360.0002790.00090.0000.0000.0000.000 0.0000.000None Link370.0002790.00090.0000.0000.0000.000 0.0000.000None Link42.1.10.0002788.3330.00091.6670.0000.000 0.0000.000None Link4130.0002841.6678.3330.0000.0000.000 0.0000.000None Link480.0002741.667138.3330.0000.0000.000 0.0000.000None 227.11.6672803.33375.0000.0000.0000.000 0.0000.000None 231.10.0002736.66786.6670.00056.6670.000 0.0000.000None 235.10.0002625.00061.667103.33323.33366.667 0.0000.000None 239.10.0000.00025.0002688.33355.000111.667 0.0000.000None 243.10.0002696.66776.6670.000106.6670.000 0.0000.000None 247.10.0000.000113.3332661.6670.000105.000 0.0000.000None 251.11168.3331586.667125.0000.0000.0000.000 0.0000.000None 255.10.0000.0002791.6670.0000.0000.000 88.3330.000None *=====================================* |KinematicWaveApproximations| |TimeinMinutesforEachCondition| *=====================================* ConduitDurationofSlopeSuperRoll NameNormalFlowCriteriaCriticalWaves Link142717.272783.110.090.00 Link162631.282782.050.000.00 Link181362.292812.920.000.00 Link2010.002813.440.220.00 Link220.000.000.000.00 Link240.000.000.000.00 Link261200.542752.560.130.00 Link310.2285.220.000.00 Link330.000.000.000.00 Link340.000.000.000.00 Link361421.042786.490.000.00 Link3769.522571.410.000.00 Link42.1.11.741.740.000.00 Page121 Coupland_Exist5yr.out Link411602.252835.0012.500.00 Link481.92537.910.000.00 227.10.002597.700.390.00 231.10.022753.471.300.00 235.10.00200.230.000.00 239.10.003.820.000.00 243.10.000.000.000.00 247.10.000.000.000.00 251.10.000.0630.180.00 255.1168.23331.962750.190.00 *========================================================* |TableE14NaturalChannelOverbankFlowInformation| *========================================================* <MaximumVelocity><MaximumFlow> <MaximumArea><Max.StorageVolume> ConduitLeftCenterRightLeftCenterRight LeftCenterRightLeftCenterRightMaximum NameVelocityVelocityVelocityFlowFlowFlow AreaAreaAreaAreaAreaAreaDepth Link140.0001.2110.0000.00016.2260.000 0.00013.3940.0000.000915.6390.00013.411 Link160.1380.5580.0000.12615.3390.000 0.91327.4670.00020.869627.6290.00027.477 Link180.2950.5200.2521.70324.0700.104 5.77346.3170.4121403.56411260.950100.23646.317 Link200.4670.8730.3832.60944.3100.113 5.58550.7400.294656.2965962.46934.52150.740 Link220.0920.9120.0000.01345.3310.000 0.14149.7150.00039.84614039.6280.00049.730 Link240.0002.4150.0000.00044.6820.000 0.00018.5010.0000.0005182.6120.00018.532 Link260.0003.7900.0000.00044.6170.000 0.00011.7740.0000.000457.2940.00011.781 Link310.0001.7750.1860.000631.4362.143 0.000355.68411.5020.00071023.0102088.311355.924 Link330.0002.0290.3300.000660.1589.964 0.000325.40830.1510.00062693.1105804.686325.710 Link340.0001.8120.0000.00017.2380.000 0.0009.5120.0000.000468.4730.0009.541 Link360.0001.6080.0000.000662.5080.000 0.000412.0580.0000.000205794.2100.000412.390 Link370.0001.5120.0000.000657.7700.000 0.000434.9180.0000.000324205.4850.000435.303 Link42.1.10.0001.4750.0000.000657.2180.000 Page122 Coupland_Exist5yr.out 0.000445.6620.0000.0008917.6950.000445.940 Link410.0000.4890.0000.0004.6940.000 0.0009.5980.0000.0001281.8780.0009.628 Link480.0001.9460.1730.000639.8611.023 0.000328.7385.9140.00012577.519226.261328.887 *========================================================* |TableE14aNaturalChannelEncroachmentInformation| *========================================================* <ExistingConveyanceCondition>< EncroachmentConveyanceCondition><%Volume><EncroachmentData> ConduitLeftCentreRightTotalLeftRightLeft CentreRightTotalLeftRightReductionDepth NameBankChannelBankStationStationBank ChannelBankStationStationLeftRightIncr.Method Link140.0000494.710.0000494.717.655320.4480.0000494.71 0.0000494.717.655320.4480.00000.00000.0000None Link1610.6921301.20.00001311.90.000023.12210.6921301.2 0.00001311.90.000023.1220.00000.00000.0000None Link18205.942910.412.5603128.90.000027.393205.942910.4 12.5603128.90.000027.3930.00000.00000.0000None Link20199.483388.18.60803596.20.000026.797199.483388.1 8.60803596.20.000026.7970.00000.00000.0000None Link220.74032588.60.00002589.42.343934.1090.74032588.6 0.00002589.42.343934.1090.00000.00000.0000None Link240.0000799.710.0000799.7113.27026.8090.0000799.71 0.0000799.7113.27026.8090.00000.00000.0000None Link260.0000422.370.0000422.379.311321.0100.0000422.37 0.0000422.379.311321.0100.00000.00000.0000None Link310.000045211.9153.4545365.34744.15178.00.000045211.9 Page123 Coupland_Exist5yr.out 153.4545365.34744.15178.00.00000.00000.0000None Link330.000041245.1622.5341867.63465.53736.40.000041245.1 622.5341867.63465.53736.40.00000.00000.0000None Link340.0000316.410.0000316.418.933619.5430.0000316.41 0.0000316.418.933619.5430.00000.00000.0000None Link360.000057431.80.000057431.83651.23728.00.000057431.8 0.000057431.83651.23728.00.00000.00000.0000None Link370.000062727.30.000062727.35001.05077.30.000062727.3 0.000062727.35001.05077.30.00000.00000.0000None Link42.1.10.000065630.50.000065630.54959.25034.50.000065630.5 0.000065630.54959.25034.50.00000.00000.0000None Link410.0000320.190.0000320.198.902419.5630.0000320.19 0.0000320.198.902419.5630.00000.00000.0000None Link480.000041841.066.92641907.94688.65156.10.000041841.0 66.92641907.94688.65156.10.00000.00000.0000None *==================================* |TableE14bFloodplainMapping| *==================================* ConduitUpstreamDownstreamChannelCenter<LeftOffsets ><RightOffsets><ChannelWidths> NameWSElev.WSElev.LengthStationNaturalEncroach BankNaturalEncroachBankTotalEncroach. Link1424.407624.288168.360015.00007.34477.3447 10.00005.44805.448010.000012.792612.7926 Link1624.246124.255522.850015.000015.000015.0000 Page124 Coupland_Exist5yr.out 10.00008.12178.121710.000023.121723.1217 Link1824.243124.2135243.130015.000015.000015.0000 10.000012.392912.392910.000027.392927.3929 Link2023.987523.9644117.510015.000015.000015.0000 10.000011.796711.796710.000026.796726.7967 Link2223.451623.5417282.400025.000022.656122.6561 20.00009.10949.109410.000031.765631.7656 Link2423.257022.4638280.130020.00006.73046.7304 10.00006.80936.809310.000013.539713.5397 Link2620.809920.367838.840015.35006.03876.0387 9.72005.66035.660310.070011.699011.6990 Link3119.225319.1869199.68004765.970021.912521.9125 106.3600412.0021412.002169.3100433.9146433.9146 Link3319.186919.1375192.66003498.920033.374333.3743 70.7100237.4634237.463448.4200270.8377270.8377 Link3424.422224.494149.250015.00006.06646.0664 10.00004.54314.543110.000010.609510.6095 Link3619.137519.0825499.43003687.590036.436936.4369 94.860040.409040.409053.460076.845976.8459 Link3719.082518.9994745.44005037.420036.376636.3766 110.900039.891939.891978.440076.268676.2686 Link42.1.118.999418.997520.01004995.780036.602336.6023 118.310038.720238.720264.840075.322575.3225 Link4124.549224.4941133.550015.00006.09766.0976 Page125 Coupland_Exist5yr.out 10.00004.56344.563410.000010.661010.6610 Link4819.233819.225338.26004722.100033.497433.4974 66.5800433.9775433.977548.4200467.4749467.4749 *=========================================================* |TableE15SPREADSHEETINFOLIST| |ConduitFlowandJunctionDepthInformationforusein| |spreadsheets.Themaximumvaluesinthistablearethe| |truemaximumvaluesbecausetheysampleeverytimestep.| |Thevaluesinthereviewresultsmayonlybethe| |maximumofasubsetofallthetimestepsintherun.| |Note:Theseflowsareonlytheflowsinasinglebarrel.| *=========================================================* ConduitMaximumTotalMaximumMaximum## JunctionInvertMaximum NameFlowFlowVelocityVolume## NameElevationElevation (cfs)(ft^3)(ft/s)(ft^3)## (ft)(ft) ## Link1416.22611143053.259893.09397915.63860## Node1322.7400024.42222 Link1615.46463142999.500582.32891648.49781## Node1422.7000024.40764 Link1825.87721246293.006000.8762012764.74984## Node1521.2000024.28805 Link2047.03129465987.686651.157786653.28662## Node1621.1600024.24605 Link2245.34378466086.128290.9388214079.47467## Node1720.3100024.25554 Link2444.68167466213.341072.173315182.61206## Node1919.4300024.21352 Link2644.61734466351.278824.14518457.29358## Node2019.6300023.98748 Link31633.5788616784641.389712.3722073111.32089## Node2119.6900023.96440 Link33670.1220117256798.892012.7838968497.79646## Node2219.8000023.54172 Link3417.23845143138.854401.47116468.47294## Node2319.4500023.45156 Link36662.5081717269801.700302.48855205794.20968## Node2419.8700023.25699 Page126 Coupland_Exist5yr.out Link37657.7703217300871.238981.57941324205.48507## Node2519.5700022.46379 Link42.1.1657.2184117306671.464981.473658917.69521## Node2618.8500020.80989 Link414.6936440905.340340.822381281.87771## Node2718.2200020.36782 Link48640.8846616783262.498432.6766412803.78000## Node2811.4700019.18691 227.16.35642100584.279361.93100118.08772## Node3111.4800019.22531 231.115.61448140525.915953.08444193.17247## Node3311.4600019.13748 235.113.27543129163.287732.69015171.30662## Node3511.4900019.23377 239.141.00991439159.497848.31357171.20395## Node369.0200019.08245 243.143.50888460756.379338.83500172.84984## Node378.4600018.99938 247.139.08787456781.635127.93619123.07779## Node418.4600018.99748 251.144.62826466348.828328.90348231.89317## Node18.1.114.9900024.24311 255.144.54241466187.0208212.70743649.80484## Node34.1.116.3200024.49415 W1410.6814842612.476960.000000.00000## Node3923.1500024.54924 W152.893032528.516800.000000.00000## W177.9466920881.271880.000000.00000## W2017.0957526936.082370.000000.00000## W215.441025364.295460.000000.00000## W247.595359433.477570.000000.00000## W250.000000.000000.000000.00000## W270.000000.000000.000000.00000## FREE#1657.1686717305396.143600.000000.00000## *====================================================* |TableE15aSPREADSHEETREACHLIST| |PeakflowandTotalFlowlistedbyReachorthose| |conduitsordiversionshavingthesame| |upstreamanddownstreamnodes.| *====================================================* UpstreamDownstreamMaximumTotal NodeNodeFlowFlow (cfs)(ft^3) Node14Node1516.2261.43053E+05 Node16Node1715.4651.43000E+05 Page127 Coupland_Exist5yr.out Node18.1.1Node1925.8772.46293E+05 Node20Node2147.0314.65988E+05 Node23Node2245.3444.66086E+05 Node24Node2544.6824.66213E+05 Node26Node2744.6174.66351E+05 Node31Node28633.581.67846E+07 Node28Node33670.121.72568E+07 Node13Node34.1.117.2381.43139E+05 Node33Node36662.511.72698E+07 Node36Node37657.771.73009E+07 Node37Node41657.221.73067E+07 Node39Node34.1.14.693640905. Node35Node31640.881.67833E+07 Node13Node146.35641.00584E+05 Node15Node1615.6141.40526E+05 Node18.1.1Node1713.2751.29163E+05 Node20Node1941.0104.39159E+05 Node22Node2143.5094.60756E+05 Node24Node2339.0884.56782E+05 Node25Node2644.6284.66349E+05 Node27Node2844.5424.66187E+05 Node13Node1410.68142612. Node15Node162.89302528.5 Node17Node18.1.17.946720881. Node19Node2017.09626936. Node21Node225.44105364.3 Node23Node247.59539433.5 ######################################################### #TableE16.NewConduitInformationSection# #ConduitInvert(IE)ElevationandConduit# #MaximumWaterSurface(WS)Elevations# ######################################################### ConduitNameUpstreamNodeDownstreamNodeIEUpIEDn WSUpWSDnConduitType Link14Node14Node1523.0021.50 24.4124.29Natural Link16Node16Node1721.8020.69 24.2524.26Natural Link18Node18.1.1Node1920.7519.70 24.2424.21Natural Link20Node20Node2120.1519.69 23.9923.96Natural Link22Node23Node2220.1720.15 23.4523.54Natural Page128 Coupland_Exist5yr.out Link24Node24Node2520.1719.80 23.2622.46Natural Link26Node26Node2718.8518.22 20.8120.37Natural Link31Node31Node2811.4811.47 19.2319.19Natural Link33Node28Node3311.4711.46 19.1919.14Natural Link34Node13Node34.1.123.0422.28 24.4224.49Natural Link36Node33Node3611.469.020 19.1419.08Natural Link37Node36Node379.0208.460 19.0819.00Natural Link42.1.1Node37Node418.4608.460 19.0019.00Natural Link41Node39Node34.1.123.1522.28 24.5524.49Natural Link48Node35Node3111.4911.48 19.2319.23Natural 227.1Node13Node1422.7422.70 24.4224.41Circular 231.1Node15Node1621.2021.16 24.2924.25Circular 235.1Node18.1.1Node1720.4520.31 24.2424.26Circular 239.1Node20Node1919.7119.43 23.9924.21Circular 243.1Node22Node2120.1520.03 23.5423.96Circular 247.1Node24Node2319.8719.45 23.2623.45Circular 251.1Node25Node2619.8019.54 22.4621.76Circular 255.1Node27Node2818.8016.27 20.3719.19Circular *=============================================================================* |TableE18JunctionContinuityError.DivisionbyVolumeadded11/96| || |ContinuityError=NetFlow+BeginningVolumeEndingVolume| || |TotalFlow+(BeginningVolume+EndingVolume)/2| || |NetFlow=NodeInflowNodeOutflow| |TotalFlow=absolute(Inflow+Outflow)| |Intermediatecolumnisajudgementonthenodecontinuityerror.| || Page129 Coupland_Exist5yr.out |Excellent<1percentGreat1to2percentGood2to5percent| |Fair5to10percentPoor10to25percentBad25to50percent| |Terrible>50percent| *=============================================================================* Junction<ContinuityError>RemainingBeginning NetFlowTotalFlowFailedto NameVolume%ofNode%ofInflowVolumeVolume ThruNodeThruNodeConverge Node13131.55190.04590.000822.04040.0000 109.5115286335.610751 Node1487.52420.03060.000512.10250.0000 75.4217286250.01620 Node1542.97780.01500.000228.63710.0000 14.3406286107.69260 Node167.01530.00250.000026.00600.0000 33.0213286053.93330 Node1766.22710.02210.000413.23510.0000 52.9921300150.42220 Node19211.96140.02270.001259.41470.0000 152.5467932087.93370 Node205.46120.00060.000050.91060.0000 45.4493932083.26690 Node21207.16310.02220.001235.11910.0000 172.0440932108.36140 Node224.39850.00050.000014.00470.0000 18.4032932206.80310 Node23183.39660.01970.001126.04650.0000 Page130 Coupland_Exist5yr.out 157.3501932301.24100 Node2446.27160.00500.000315.29620.0000 30.9754932428.45380 Node25155.02650.01660.00094.65280.0000 150.3737932562.16940 Node2621.05970.00230.00017.25030.0000 13.8094932700.10710 Node27137.02190.01470.000814.44580.0000 151.4677932538.29965 Node286851.50590.01990.039712.90870.0000 6838.597234507627.304 Node312750.83530.00820.01596.56900.0000 2744.266333567903.890 Node3313864.19080.04020.080418.72780.0000 13845.463134526600.590 Node35565.78140.00170.00330.08920.0000 565.692133566490.570 Node3631737.76670.09180.184030.00690.0000 31707.759834570672.940 Node376321.84050.01830.036617.83350.0000 6304.007034607542.700 Node4175.36430.00020.00040.28550.0000 75.078834612067.61134 Node18.1.1426.86190.08670.0025112.73810.0000 Page131 Coupland_Exist5yr.out 314.1238492357.78100 Node34.1.1148.98710.05200.0009135.54440.0000 284.5315286567.557353 Node3972.19930.08830.000437.39870.0000 34.800781776.91990 Thetotalcontinuityerrorwas63528.cubicfeet Theremainingtotalvolumewas701.26cubicfeet YourmeannodecontinuityerrorwasExcellent YourworstnodecontinuityerrorwasExcellent *===================================================* |TableE19JunctionInflow&OutflowListing| |Unitsareeitherft^3orm^3| |dependingontheunitsinyourmodel.| *===================================================* ConstantUserInterfaceDWF InflowRNFLayerInflow JunctionInflowInflowInflowInlow throughInflowfromOutflowEvaporationBasin NametoNodetoNodetoNodetoNode OutfalltoNode2DLayerfromNodefromNodeInfil. Node170.00000.00000.00000.0000 0.00007105.81340.00000.00000.00000.00 Node190.00000.00000.00000.0000 0.0000219685.84860.00000.00000.00000.00 Node350.000016.7832E+060.00000.0000 0.00000.00000.00000.00000.00000.00 Node410.00000.00000.00000.0000 0.00000.00000.000017.3054E+060.00000.00 Node18.1.10.00000.00000.00000.0000 0.000096013.20980.00000.00000.00000.00 Page132 Coupland_Exist5yr.out Node34.1.10.00000.00000.00000.0000 0.0000102515.89400.00000.00000.00000.00 Node390.00000.00000.00000.0000 0.000040868.87360.00000.00000.00000.00 *=====================================================* |TableE20JunctionFloodingandVolumeListing.| |Themaximumvolumeisthetotalvolume| |inthenodeincludingthevolumeinthe| |floodedstoragearea.Thisisthemax| |volumeatanytime.Thevolumeinthe| |floodedstorageareaisthetotalvolume| |abovethegroundelevation,wherethe| |floodedpondstorageareastarts.| |Thefourthcolumnisinstantaneous,thefifthisthe| |sumofthefloodedvolumeovertheentiresimulation| |Unitsareeitherft^3orm^3dependingontheunits.| *=====================================================* OutofPassedto 2Dcell 1DSystemOR VolumeStored JunctionSurchargedFlooded(FloodedMaximumin allowedFlood NameTime(min)Time(min)Volume)VolumePondof 1DSystem Node130.0000.0000.00021.10.000 Node140.0000.0000.00021.50.000 Node150.0000.0000.00038.80.000 Node160.0000.0000.00038.80.000 Node170.0000.0000.00049.60.000 Node190.0000.0000.00060.10.000 Node200.0000.0000.00054.80.000 Node210.0000.0000.00053.70.000 Node220.0000.0000.00047.00.000 Node230.0000.0000.00050.30.000 Node240.0000.0000.00042.60.000 Node250.0000.0000.00036.40.000 Node260.0000.0000.00024.60.000 Page133 Coupland_Exist5yr.out Node270.0000.0000.00027.00.000 Node280.0000.0000.00097.00.000 Node310.0000.0000.00097.30.000 Node330.0000.0000.00096.50.000 Node350.0000.0000.00097.30.000 Node360.0000.0000.000126.0.000 Node370.0000.0000.000132.0.000 Node410.0000.0000.000132.0.000 Node18.1.10.0000.0000.000116.0.000 Node34.1.10.0000.0000.000103.0.000 Node390.0000.0000.00017.60.000 *==================================* |SimulationSpecificInformation| *==================================* NumberofInputConduits..........23NumberofSimulatedConduits...... 32 NumberofNaturalChannels........15NumberofJunctions............... 24 NumberofStorageJunctions.......0NumberofWeirs................... 8 NumberofOrifices................0NumberofPumps................... 0 NumberofFreeOutfalls...........1NumberofTideGateOutfalls...... 0 *=========================================================* |Average%ChangeinJunctionorConduitisdefinedas:| |Conduit%Change==>100.0(Q(n+1)Q(n))/Qfull| |Junction%Change==>100.0(Y(n+1)Y(n))/Yfull| *=========================================================* TheConduitwiththelargestaveragechangewas..Link42.1.1with 0.001percent TheJunctionwiththelargestaveragechangewas.Node34.1.1with 0.051percent TheConduitwiththelargestsinuositywas.......243.1with 4.142 *===================================================================* |TableE21.Continuitybalanceattheendofthesimulation| |JunctionInflow,OutfloworStreetFlooding| |Error=Inflow+InitialVolumeOutflowFinalVolume| *===================================================================* InflowInflowAverage Page134 Coupland_Exist5yr.out JunctionVolume,ft^3Inflow,cfs Node177106.36200.0411 Node19219699.34751.2714 Node3516783228.074197.1252 Node18.1.196020.21540.5557 Node34.1.1102523.36260.5933 Node3940871.57960.2365 Node4117305396.1436100.1470 OutflowOutflowAverage JunctionVolume,ft^3Outflow,cfs Node4117305396.1436100.1470 *=====================================================* |Initialsystemvolume=0.0000CuFt| |Totalsysteminflowvolume=17.249390E+06CuFt| |Inflow+Initialvolume=17.249390E+06CuFt| *=====================================================* |Totalsystemoutflow=17.305396E+06CuFt| |Volumeleft(Finalvolume)=701.2638CuFt| |Evaporation=0.0000CuFt| Page135 Coupland_Exist5yr.out |BasinInfiltration=0.0000CuFt| |Outflow+FinalVolume=17.306097E+06CuFt| *=====================================================* *===============================================* |TotalModelContinuityError| |ErrorinContinuity,Percent=0.3288| |ErrorinContinuity,ft^3=56707.792| |+Errormeansacontinuityloss,again| *===============================================* ################################################### #TableE22.NumericalModeljudgementsection# ################################################### Overallerrorwas(minimumofTableE18&E21)0.3288percent WorstnodalerrorwasinnodeNode36with0.0918percent Ofthetotalinflowthislosswas0.1840percent YouroverallcontinuityerrorwasExcellent Page136 Coupland_Exist5yr.out PoorEfficiency Efficiencyofthesimulation10.05 MostNumberofNonConvergencesatoneNode134. TotalNumberNonConvergencesatallNodes247. TotalNumberofNodeswithNonConvergences5. ######################################################### #TableE23.NewBasinDesignInformation# #MaximumHydraulicGradeLine,# #OutConduitSizesandMaximumFlow# ######################################################### Page137 Coupland_Exist5yr.out A)Resized/sPipesbasedongivenHGL B)ResizeBasinbasedongivenHGL C)Resized/sPipesandBasinbasedonHGLandmaxdischarge D)Resized/spipesbasedongivenmaxdischarge BasinNameTypeMax.HGLConduitDepthWidth BarrelsMax.Flow (ft)(ft)(ft) (ft^3/s) ===>Hydraulicmodelsimulationendednormally. ===>XPSWMMSimulationendednormally. ===>Yourinputfilewasnamed:D:\\cfa\\2016\\12024.Coupland_Paving_and Drainage\\ENG\\H&H\\SWMM\\Coupland_Exist5yr.DAT ===>Youroutputfilewasnamed:D:\\cfa\\2016\\12024.Coupland_Paving_and Drainage\\ENG\\H&H\\SWMM\\Coupland_Exist5yr.out *==============================================================* |SWMMSimulationDateandTimeSummary| *==============================================================* |StartingDate...July18,2017Time...09:34:39.699| |EndingDate...July18,2017Time...09:35:06.287| |ElapsedTime...0.41146minutesor24.68750seconds| *==============================================================* Page138 Coupland_Exist10yr.out CurrentDirectory:C:\\PROGRA~2\\XPSOLU~1\\XPSTOR~1.1 EngineName:C:\\PROGRA~2\\XPSOLU~1\\XPSTOR~1.1\\SWMMEN~2.EXE InputFile:4.Coupland_Paving_andDrainage\\ENG\\H&H\\SWMM\\Coupland_Exist10yr.XP *===============================================* |xpswmm| |StormandWastewaterManagementModel| |DevelopedbyXPSolutionsInc.| |===============================================| || |LastUpdate:October,2015| |InterfaceVersion:2016| |EngineVersion:12.0| |DataFileVersion:12.62| || || *===============================================* EngineName:C:\\PROGRA~2\\XPSOLU~1\\XPSTOR~1.1\\SWMMEN~2.EXE *====================================================* |InputandOutputfilenamesbyLayer| *====================================================* InputFiletoLayer#1JOT.US OutputFiletoLayer#1JOT.US InputFiletoLayer#2JOT.US OutputFiletoLayer#2JOT.US Page1 Coupland_Exist10yr.out *===========================================================* |ConfigurationParameters| |ConfigurationParameters,boththosethatarehardwired| |andthoseaddedtothesimulationarelistedbelow.| |ConfigurationParametersthatstartwitha$aresetin| |theengineasdefaults.TheremaininginUPPERCASE| |havebeenaddedtothesimulationintheConfiguration>| |ConfigurationParametersdialogorasEngineDefaultsin| |theSWMXP.INIfile.| || |ConsulttheHelpFileforthespecificmeaning/purpose| |ofanyparticularparameter.| || |Note:| |Thesecondcolumndenotesthevalueoftheparameter.| *===========================================================* $powerstation0.000012 $perv0.000004 $oldegg0.000007 $as0.0000011 $noflat0.0000021 $oldomega0.0000024 $oldvol0.0000128 $implicit0.0000129 $oldhot0.0000131 $oldscs0.0000033 $flood0.0000140 $nokeys0.0000042 $pzero0.0000055 $oldvol20.0000259 $storage20.0000362 $oldhot10.0000163 $pumpwt0.0000170 $ecloss0.0000177 $exout0.0000097 $spatial=0.900.90005124 $djref=1.00.10003143 $weirlen=5050.00001153 $oldbnd0.00001154 $nogrelev0.00001161 $ncmid0.00000164 $new_nl_970.00002290 SCSIADEPTH=ON0.00001293 $best970.00001294 Page2 Coupland_Exist10yr.out $newbound0.00001295 $q_tol=0.010.00011316 $new_storage0.00001322 $old_iteration0.00001333 MINLEN=1010.00001346 $review_elevation0.00001383 $use_half_volume0.00001385 VERT_WALLS=ON0.00001389 $min_ts=1.01.00001407 $design_restart=on0.00001412 $zero_value=1.e050.00001415 SUBCATCHMENT_RES=ON0.00001419 $relax_depth=on0.00001427 $saveallpts=on0.00001434 $channel_geometry=10.00001456 *====================================================* |Allobjectnamesarelessthan20characters.| |Nonamesubstitutionsrequired!| *====================================================* *==========================================================* |ParameterValuesontheTapesCommonBlock.Thesearethe| |valuesreadfromthedatafileanddynamicallyallocated| |bythemodelforthissimulation.| *==========================================================* NumberofSubcatchmentsintheRunoffBlock(NW)....5 NumberofChannel/PipesintheRunoffBlock(NG)....0 RunoffWaterqualityconstituents(NRQ).............0 RunoffLandUsesperSubcatchment(NLU).............0 NumberofElementsintheTransportBlock(NET).....0 NumberofStorageJunctionsinTransport(NTSE).....0 NumberofInputHydrographsinTransport(NTH)......0 NumberofElementsintheExtranBlock(NEE)........32 NumberofGroundwaterSubcatchmentsinRunoff(NGW).0 NumberofInterfacelocationsforallBlocks(NIE)..32 NumberofPumpsinExtran(NEP).....................0 NumberofOrificesinExtran(NEO)..................0 NumberofTideGates/FreeOutfallsinExtran(NTG)..1 NumberofExtranWeirs(NEW)........................8 Numberofscshydrographpoints.....................3457 NumberofExtranprintoutlocations(NPO)...........0 NumberofTideelementsinExtran(NTE).............1 NumberofNaturalchannels(NNC)....................15 NumberofStoragejunctionsinExtran(NVSE)........0 NumberofTimehistorydatapointsinExtran(NTVAL).0 Page3 Coupland_Exist10yr.out NumberofVariablestorageelementsinExtran(NVST)0 NumberofInputHydrographsinExtran(NEH).........1 NumberofParticlesizesinTransportBlock(NPS)...0 NumberofUserdefinedconduits(NHW)...............5 NumberofConnectingconduitsinExtran(NECC)......20 NumberofUpstreamelementsinTransport(NTCC).....10 NumberofStorage/treatmentplants(NSTU)...........1 NumberofValuesforR1linesinTransport(NR1)....0 NumberofNodestobeallowedfor(NNOD)............32 NumberofPlugsinaStorageTreatmentUnit.........1 ####################################################### #EntrymadetotheRunoffLayer(Block)ofSWMM# #LastUpdatedJune,2014byXPSolutions# *==========================================================* |RUNOFFTABLESINTHEOUTPUTFILE.| |Thesearethemoreimportanttablesintheoutputfile.| |Youcanuseyoureditortofindthetablenumbers,| |forexample:searchforTableR3tocheckcontinuity.| |ThisoutputfilecanbeimportedintoaWordProcessor| |andprintedonUSletterorA4paperusingportrait| |mode,courierfont,asizeof8pt.andmarginsof0.75| || |TableR1PhysicalHydrologyData| |TableR2Infiltrationdata| |TableR3RaingageandInfiltrationDatabaseNames| |TableR4GroundwaterData| |TableR5ContinuityCheckforSurfaceWater| |TableR6ContinuityCheckforChannels/Pipes| |TableR7ContinuityCheckforSubsurfaceWater| |TableR8Infiltration/InflowContinuityCheck| |TableR9SummaryStatisticsforSubcatchments| |TableR10SensitivityanlysisforSubcatchments| *==========================================================* A1 ########################################### #RUNOFFJOBCONTROL# ########################################### SnowmeltparameterISNOW.......................0 NumberofraingagesNRGAG.....................1 QualityisnotsimulatedKWALTY................0 Page4 Coupland_Exist10yr.out DefaultevaporationrateusedIVAP.............0 HourofdayatstartofstormNHR..............0 MinuteofhouratstartofstormNMN...........0 TimeTZEROatstartofstorm(hours).............0.000 UseU.S.CustomaryunitsformostI/OMETRIC...0 Runoffinputprintcontrol...0 Runoffgraphplotcontrol....0 Runoffoutputprintcontrol..0 Limitnumberofgroundwaterconvergencemessagesto10000 Printheadersevery50linesNOHEAD(0=yes,1=no)0 PrintlanduseloadpercentagesLANDUPR(0=no,1=yes)0 Month,day,yearofstartofstormis:1/1/2016 Wettimesteplength(seconds).......60.0 Drytimesteplength(seconds).......86400.0 Wet/Drytimesteplength(seconds)...60.0 Simulationlengthis......48.0Hours IfHortoninfiltrationmodelisbeingused Amixtureofinfiltrationoptionsmaybeusedin XPSWMMasawatershedspecificoption. Rateforregenerationofinfiltration=REGEN*DECAY Decayisreadinforeachsubcatchment REGEN=.............................................0.01000 Raingage#................................1 KTYPERainfallinputtype..............0 NHISTOTotalnumberofrainfallvalues..898 KINCRainfallvalues(pairs)perline..10 KPRINTPrintrainfall(0Yes,1No).......0 KTIMEPrecipitationtimeunits 0>Minutes1>Hours................0 KPREPPrecipitationunittype 0>Intensity1>Volume.............1 KTHISVariablerainfallintervals 0>No,>=1>Yes....................0 THISTORainfalltimeinterval...........5.00 TZRAINStartingtime(KTIMEunits).......0.00 ###################################### #RainfallinputsummaryfromRunoff# ###################################### Totalrainfallforgage#1is7.7600inches Page5 Coupland_Exist10yr.out ############################# #DataGroupF1# #EvaporationRate(in/day)# ############################# JAN.FEB.MAR.APR.MAYJUN.JUL.AUG.SEP.OCT.NOVDEC. 0.1000.1000.1000.1000.1000.1000.1000.1000.1000.1000.1000.100 ################################################### #TableR1.SUBCATCHMENTDATA# #PhysicalHydrologyData# ################################################### DeprsDeprsPrcnt Per sionsionZero SubcatchmentChannelWidthAreacentSlope "n""n"StorgeStrgeDeten NumberNameorinlet(ft)(ac)Impervft/ft ImprvPervImprvPervtion ========================================================================= ========================= 1Node39#1Node3916.0002.270050.000.002 0.0140.0300.0000.00025.00 2Node34.1.1#1Node34.1.144.3005.200067.000.002 0.0140.0300.0000.00025.00 3Node17#1Node173.4000.3600067.000.002 0.0140.0300.0000.00025.00 4Node18.1.1#1Node18.1.141.6004.870067.000.002 0.0140.0300.0000.00025.00 5Node19#1Node1976.50012.24050.000.002 0.0140.0300.0000.00025.00 ################################################################################### #################### #TableR2.SUBCATCHMENTDATA # #InfiltrationorTimeofConcentrationData # # # #InfiltrationTypeInfl#1(#5)Infl#2(#6)Infl#3(#7) Infl#4(#8)# #SCS>CompCNTimeConcShapeFactor Page6 Coupland_Exist10yr.out DepthorFraction# #SBUH>CompCNTimeConcN/A N/A# #GreenAmpt>SuctionHydrCondInitialMD N/A# #Horton>MaxRateMinRateDecayRate(1/sec) Max.Infilt.Volume# #Proportional>ConstantN/AN/A N/A# #Initial/ContLoss>InitialContinuingN/A N/A# #Initial/Proportional>InitialConstantN/A N/A# #LaurensonParameters>BValuePervious"n"ImperviousCont Exponent# #RationalFormula>TcMethodFlowPathLengthFlowPathSlope RoughnessorRetardance# #(#1#4isImperviousData/#5#8isPervious Data)# #RationalFormulaTcMethod:1=Constant # #2=Friend'sEquation # #3=KinematicWave # #4=AlamedaMethod # #5=Izzard'sFormula # #6=Kerby'sEquation # #7=Kirpich'sEquation # #8=BransbyWilliamsEquation # #9=FederalAviationAuthority Equation# ################################################################################### #################### SubcatchmentInflInflInflInflInfl InflInflInfl NumberName#1#2#3#4#5# 6#7#8 ===================================================================== =========================== 1Node39#112.4500.0240.385 2Node34.1.1#112.4500.0240.385 Page7 Coupland_Exist10yr.out 3Node17#112.4500.0240.385 4Node18.1.1#112.4500.0240.385 5Node19#112.4500.0240.385 ############################################################ #TableR3.SUBCATCHMENTDATA# #RainfallandInfiltrationDatabaseNames# ############################################################ SubcatchmentGageInfiltrationRouting NumberNameNoTypeType ================================================================= 1Node39#11GreenAmptNonlinearreservoir 2Node34.1.1#11GreenAmptNonlinearreservoir 3Node17#11GreenAmptNonlinearreservoir 4Node18.1.1#11GreenAmptNonlinearreservoir 5Node19#11GreenAmptNonlinearreservoir TotalNumberofSubcatchments...5 TotalTributaryArea(acres)....24.94 ImperviousArea(acres).........14.24 PerviousArea(acres)...........10.70 TotalWidth(feet)..............181.80 ImperviousArea(%).............57.11 ################################################### #SUBCATCHMENTDATA# #Default,Ratiovaluesforsubcatchmentdata# #Usedwiththecalibratenodeintherunoff.# #1width2area3impervious%# #4slope5imp"n"6perv"n"# #7impds8pervds91stinfil# #102ndinfil113rdinfil# ################################################### Column1234567 891011 Default0.00000.00000.00000.00000.00000.00000.0000 0.00000.00000.00000.0000 Ratio1.00001.00001.00001.00001.00001.00001.0000 1.00001.00001.00001.0000 ********************************************************* *ArrangementofSubcatchmentsandChannel/Pipes* ********************************************************* Page8 Coupland_Exist10yr.out Inlet Node39NoTributaryChannel/Pipes TributarySubareas........Node39#1 Node34.1.1NoTributaryChannel/Pipes TributarySubareas........Node34.1.1#1 Node17NoTributaryChannel/Pipes TributarySubareas........Node17#1 Node18.1.1NoTributaryChannel/Pipes TributarySubareas........Node18.1.1#1 Node19NoTributaryChannel/Pipes TributarySubareas........Node19#1 *********************************************************** *Hydrographswillbestoredforthefollowing5INLETS* *********************************************************** Node39Node34.1.1Node17 Node18.1.1Node19 ************************************************ *QualitySimulationnotincludedinthisrun* ************************************************ *************************************************** *PrecipitationInterfaceFileSummary* *Numberofprecipitationstation....1* *************************************************** LocationStationNumber 1.1 XXXEndofHeaderSectionXXX ####################################################### #EntrymadetotheHYDRAULICLayerofXPSWMM# #LastUpdatedinJune,2014byXPSolutions# ####################################################### #EntrymadetotheRunoffLayer(Block)ofSWMM# #LastUpdatedJune,2014byXPSolutions# *==========================================================* Page9 Coupland_Exist10yr.out |RUNOFFTABLESINTHEOUTPUTFILE.| |Thesearethemoreimportanttablesintheoutputfile.| |Youcanuseyoureditortofindthetablenumbers,| |forexample:searchforTableR3tocheckcontinuity.| |ThisoutputfilecanbeimportedintoaWordProcessor| |andprintedonUSletterorA4paperusingportrait| |mode,courierfont,asizeof8pt.andmarginsof0.75| || |TableR1PhysicalHydrologyData| |TableR2Infiltrationdata| |TableR3RaingageandInfiltrationDatabaseNames| |TableR4GroundwaterData| |TableR5ContinuityCheckforSurfaceWater| |TableR6ContinuityCheckforChannels/Pipes| |TableR7ContinuityCheckforSubsurfaceWater| |TableR8Infiltration/InflowContinuityCheck| |TableR9SummaryStatisticsforSubcatchments| |TableR10SensitivityanlysisforSubcatchments| *==========================================================* A1 ########################################### #RUNOFFJOBCONTROL# ########################################### SnowmeltparameterISNOW.......................0 NumberofraingagesNRGAG.....................1 QualityisnotsimulatedKWALTY................0 DefaultevaporationrateusedIVAP.............0 HourofdayatstartofstormNHR..............0 MinuteofhouratstartofstormNMN...........0 TimeTZEROatstartofstorm(hours).............0.000 UseU.S.CustomaryunitsformostI/OMETRIC...0 Runoffinputprintcontrol...0 Runoffgraphplotcontrol....0 Runoffoutputprintcontrol..0 Limitnumberofgroundwaterconvergencemessagesto10000 Printheadersevery50linesNOHEAD(0=yes,1=no)0 PrintlanduseloadpercentagesLANDUPR(0=no,1=yes)0 Month,day,yearofstartofstormis:1/1/2016 Wettimesteplength(seconds).......60.0 Drytimesteplength(seconds).......86400.0 Wet/Drytimesteplength(seconds)...60.0 Page10 Coupland_Exist10yr.out Simulationlengthis......48.0Hours IfHortoninfiltrationmodelisbeingused Amixtureofinfiltrationoptionsmaybeusedin XPSWMMasawatershedspecificoption. Rateforregenerationofinfiltration=REGEN*DECAY Decayisreadinforeachsubcatchment REGEN=.............................................0.01000 Raingage#................................1 KTYPERainfallinputtype..............0 NHISTOTotalnumberofrainfallvalues..898 KINCRainfallvalues(pairs)perline..10 KPRINTPrintrainfall(0Yes,1No).......0 KTIMEPrecipitationtimeunits 0>Minutes1>Hours................0 KPREPPrecipitationunittype 0>Intensity1>Volume.............1 KTHISVariablerainfallintervals 0>No,>=1>Yes....................0 THISTORainfalltimeinterval...........5.00 TZRAINStartingtime(KTIMEunits).......0.00 ###################################### #RainfallinputsummaryfromRunoff# ###################################### Totalrainfallforgage#1is7.7600inches ############################# #DataGroupF1# #EvaporationRate(in/day)# ############################# JAN.FEB.MAR.APR.MAYJUN.JUL.AUG.SEP.OCT.NOVDEC. 0.1000.1000.1000.1000.1000.1000.1000.1000.1000.1000.1000.100 ################################################### #TableR1.SUBCATCHMENTDATA# #PhysicalHydrologyData# ################################################### DeprsDeprsPrcnt Page11 Coupland_Exist10yr.out Per sionsionZero SubcatchmentChannelWidthAreacentSlope "n""n"StorgeStrgeDeten NumberNameorinlet(ft)(ac)Impervft/ft ImprvPervImprvPervtion ========================================================================= ========================= 1Node39#1Node3916.0002.270050.000.002 0.0140.0300.0000.00025.00 2Node34.1.1#1Node34.1.144.3005.200067.000.002 0.0140.0300.0000.00025.00 3Node17#1Node173.4000.3600067.000.002 0.0140.0300.0000.00025.00 4Node18.1.1#1Node18.1.141.6004.870067.000.002 0.0140.0300.0000.00025.00 5Node19#1Node1976.50012.24050.000.002 0.0140.0300.0000.00025.00 ################################################################################### #################### #TableR2.SUBCATCHMENTDATA # #InfiltrationorTimeofConcentrationData # # # #InfiltrationTypeInfl#1(#5)Infl#2(#6)Infl#3(#7) Infl#4(#8)# #SCS>CompCNTimeConcShapeFactor DepthorFraction# #SBUH>CompCNTimeConcN/A N/A# #GreenAmpt>SuctionHydrCondInitialMD N/A# #Horton>MaxRateMinRateDecayRate(1/sec) Max.Infilt.Volume# #Proportional>ConstantN/AN/A N/A# #Initial/ContLoss>InitialContinuingN/A N/A# #Initial/Proportional>InitialConstantN/A N/A# #LaurensonParameters>BValuePervious"n"ImperviousCont Exponent# #RationalFormula>TcMethodFlowPathLengthFlowPathSlope RoughnessorRetardance# Page12 Coupland_Exist10yr.out #(#1#4isImperviousData/#5#8isPervious Data)# #RationalFormulaTcMethod:1=Constant # #2=Friend'sEquation # #3=KinematicWave # #4=AlamedaMethod # #5=Izzard'sFormula # #6=Kerby'sEquation # #7=Kirpich'sEquation # #8=BransbyWilliamsEquation # #9=FederalAviationAuthority Equation# ################################################################################### #################### SubcatchmentInflInflInflInflInfl InflInflInfl NumberName#1#2#3#4#5# 6#7#8 ===================================================================== =========================== 1Node39#112.4500.0240.385 2Node34.1.1#112.4500.0240.385 3Node17#112.4500.0240.385 4Node18.1.1#112.4500.0240.385 5Node19#112.4500.0240.385 ############################################################ #TableR3.SUBCATCHMENTDATA# #RainfallandInfiltrationDatabaseNames# ############################################################ SubcatchmentGageInfiltrationRouting NumberNameNoTypeType ================================================================= 1Node39#11GreenAmptNonlinearreservoir 2Node34.1.1#11GreenAmptNonlinearreservoir 3Node17#11GreenAmptNonlinearreservoir 4Node18.1.1#11GreenAmptNonlinearreservoir Page13 Coupland_Exist10yr.out 5Node19#11GreenAmptNonlinearreservoir TotalNumberofSubcatchments...5 TotalTributaryArea(acres)....24.94 ImperviousArea(acres).........14.24 PerviousArea(acres)...........10.70 TotalWidth(feet)..............181.80 ImperviousArea(%).............57.11 ################################################### #SUBCATCHMENTDATA# #Default,Ratiovaluesforsubcatchmentdata# #Usedwiththecalibratenodeintherunoff.# #1width2area3impervious%# #4slope5imp"n"6perv"n"# #7impds8pervds91stinfil# #102ndinfil113rdinfil# ################################################### Column1234567 891011 Default0.00000.00000.00000.00000.00000.00000.0000 0.00000.00000.00000.0000 Ratio1.00001.00001.00001.00001.00001.00001.0000 1.00001.00001.00001.0000 ********************************************************* *ArrangementofSubcatchmentsandChannel/Pipes* ********************************************************* Inlet Node39NoTributaryChannel/Pipes TributarySubareas........Node39#1 Node34.1.1NoTributaryChannel/Pipes TributarySubareas........Node34.1.1#1 Node17NoTributaryChannel/Pipes TributarySubareas........Node17#1 Node18.1.1NoTributaryChannel/Pipes TributarySubareas........Node18.1.1#1 Node19NoTributaryChannel/Pipes TributarySubareas........Node19#1 *********************************************************** *Hydrographswillbestoredforthefollowing5INLETS* *********************************************************** Page14 Coupland_Exist10yr.out Node39Node34.1.1Node17 Node18.1.1Node19 ************************************************ *QualitySimulationnotincludedinthisrun* ************************************************ *************************************************** *PrecipitationInterfaceFileSummary* *Numberofprecipitationstation....1* *************************************************** LocationStationNumber 1.1 A1 *===========================================================* |HYDRAULICSTABLESINTHEOUTPUTFILE| |Thesearethemoreimportanttablesintheoutputfile.| |Youcanuseyoureditortofindthetablenumbers,| |forexample:searchforTableE20tocheckcontinuity.| |ThisoutputfilecanbeimportedintoaWordProcessor| |andprintedonUSletterorA4paperusingportrait| |mode,courierfont,asizeof8pt.andmarginsof0.75| || |TableE1BasicConduitData| |TableE2ConduitFactorData| |TableE3aJunctionData| |TableE3bJunctionData| |TableE4ConduitConnectivityData| |TableE4aDryWeatherFlowData| |TableE4bRealTimeControlData| |TableE5JunctionTimeStepLimitationSummary| |TableE5aConduitExplicitConditionSummary| |TableE6FinalModelCondition| |TableE7IterationSummary| |TableE8JunctionTimeStepLimitationSummary| Page15 Coupland_Exist10yr.out |TableE9JunctionSummaryStatistics| |TableE10ConduitSummaryStatistics| |TableE11Areaassumptionsusedintheanalysis| |TableE12Meanconduitinformation| |TableE13Channellosses(H)andculvertinfo| |TableE13aCulvertAnalysisClassification| |TableE14NaturalChannelOverbankFlowInformation| |TableE14aNaturalChannelEncroachmentInformation| |TableE14bFloodplainMapping| |TableE15SpreadsheetInfoList| |TableE15aSpreadsheetReachList| |TableE16NewConduitOutputSection| |TableE17PumpOperation| |TableE18JunctionContinuityError| |TableE19JunctionInflow&OutflowListing| |TableE20JunctionFloodingandVolumeList| |TableE21Continuitybalanceatsimulationend| |TableE22ModelJudgementSection| *==========================================================* TimeControlfromHydraulicsJobControl Year.........2014Month.......1 Day..........1Hour........0 Minute.......0Second......0 Controlinformationforsimulation Integrationcycles.................1728 Lengthofintegrationstepis......100.00seconds Simulationlength..................48.00hours Donotcreateequiv.pipes(NEQUAL).0 UseU.S.customaryunitsforI/O...0 Printingstartsincycle...........1 Intermediateprintoutintervalsof.500cycles Intermediateprintoutintervalsof.833.33minutes Summaryprintoutintervalsof......500cycles Summaryprintouttimeintervalof..833.33minutes Hotstartfileparameter(REDO)....0 Initialtime.......................0.00hours Iterationvariables:FlowTolerance.0.00010 HeadTolerance.0.00050 Minimumdepth(morft).........0.00001 Underrelaxationparameter.......0.85000 Timeweightingparameter........0.85000 Conduitroughnessfactor........1.00000 Page16 Coupland_Exist10yr.out Flowadjustmentfactor..........1.00000 InitialConditionSmoothing.....0 CourantTimeStepFactor........1.00000 DefaultExpansion/ContractionK.0.00000 DefaultEntrance/ExitK.........0.00000 RoutingMethod..................DynamicWave Defaultsurfaceareaofjunctions...12.57squarefeet. MinimumJunction/ConduitDepth......0.00001feet. PondingAreaCoefficient............5000.00 PondingAreaExponent...............1.0000 MinimumOrificeLength..............1000.00feet. NJSWinputhydrographjunctions.....1 oruserdefinedhydrographs.... NaturalCrossSectioninformationforChannelLink14 ===================================================== CrossSectionID(fromX1card):1.0Channelsequencenumber:1 LeftOverbankLength:68.4ftMaximumElevation: 25.09ft. MainChannelLength:68.4ftMaximumDepth: 4.82ft. RightOverbankLength:68.4ftMaximumSectionArea: 78.2500ft^2 Maximumhydraulicradius: 1.63ft. ManningN:0.040toStation5.0Maxtopwidth: 45.00ft. "":0.040inmainChannelMaximumWettedPerimeter: 4.80E+01ft "":0.015Beyondstation25.0Maxleftbankarea: 9.80ft^2 Maxrightbankarea: 6.02ft^2 AllowableEncroachmentDepth:0.00ftMaxcenterchannelarea: 62.4250ft^2 NaturalCrossSectioninformationforChannelLink16 ===================================================== CrossSectionID(fromX1card):2.0Channelsequencenumber:2 LeftOverbankLength:22.9ftMaximumElevation: 25.09ft. MainChannelLength:22.9ftMaximumDepth: 4.82ft. RightOverbankLength:22.9ftMaximumSectionArea: 78.2500ft^2 Maximumhydraulicradius: Page17 Coupland_Exist10yr.out 1.63ft. ManningN:0.040toStation5.0Maxtopwidth: 45.00ft. "":0.040inmainChannelMaximumWettedPerimeter: 4.80E+01ft "":0.015Beyondstation25.0Maxleftbankarea: 9.80ft^2 Maxrightbankarea: 6.02ft^2 AllowableEncroachmentDepth:0.00ftMaxcenterchannelarea: 62.4250ft^2 NaturalCrossSectioninformationforChannelLink18 ===================================================== CrossSectionID(fromX1card):3.0Channelsequencenumber:3 LeftOverbankLength:243.1ftMaximumElevation: 25.09ft. MainChannelLength:243.1ftMaximumDepth: 4.82ft. RightOverbankLength:243.1ftMaximumSectionArea: 78.2500ft^2 Maximumhydraulicradius: 1.63ft. ManningN:0.040toStation5.0Maxtopwidth: 45.00ft. "":0.040inmainChannelMaximumWettedPerimeter: 4.80E+01ft "":0.015Beyondstation25.0Maxleftbankarea: 9.80ft^2 Maxrightbankarea: 6.02ft^2 AllowableEncroachmentDepth:0.00ftMaxcenterchannelarea: 62.4250ft^2 NaturalCrossSectioninformationforChannelLink20 ===================================================== CrossSectionID(fromX1card):4.0Channelsequencenumber:4 LeftOverbankLength:117.5ftMaximumElevation: 25.20ft. MainChannelLength:117.5ftMaximumDepth: 5.02ft. RightOverbankLength:117.5ftMaximumSectionArea: 85.7750ft^2 Maximumhydraulicradius: 2.00ft. ManningN:0.040toStation5.0Maxtopwidth: Page18 Coupland_Exist10yr.out 40.00ft. "":0.040inmainChannelMaximumWettedPerimeter: 4.28E+01ft "":0.015Beyondstation25.0Maxleftbankarea: 10.40ft^2 Maxrightbankarea: 5.38ft^2 AllowableEncroachmentDepth:0.00ftMaxcenterchannelarea: 70.0000ft^2 NaturalCrossSectioninformationforChannelLink22 ===================================================== CrossSectionID(fromX1card):5.0Channelsequencenumber:5 LeftOverbankLength:282.4ftMaximumElevation: 25.00ft. MainChannelLength:282.4ftMaximumDepth: 5.35ft. RightOverbankLength:282.4ftMaximumSectionArea: 128.5750ft^2 Maximumhydraulicradius: 2.43ft. ManningN:0.040toStation5.0Maxtopwidth: 50.00ft. "":0.040inmainChannelMaximumWettedPerimeter: 5.30E+01ft "":0.015Beyondstation35.0Maxleftbankarea: 10.10ft^2 Maxrightbankarea: 8.50ft^2 AllowableEncroachmentDepth:0.00ftMaxcenterchannelarea: 109.9750ft^2 NaturalCrossSectioninformationforChannelLink24 ===================================================== CrossSectionID(fromX1card):6.0Channelsequencenumber:6 LeftOverbankLength:280.1ftMaximumElevation: 25.00ft. MainChannelLength:280.1ftMaximumDepth: 6.11ft. RightOverbankLength:280.1ftMaximumSectionArea: 112.8500ft^2 Maximumhydraulicradius: 2.32ft. ManningN:0.040toStation10.0Maxtopwidth: 45.00ft. "":0.040inmainChannelMaximumWettedPerimeter: Page19 Coupland_Exist10yr.out 4.86E+01ft "":0.015Beyondstation30.0Maxleftbankarea: 21.17ft^2 Maxrightbankarea: 12.10ft^2 AllowableEncroachmentDepth:0.00ftMaxcenterchannelarea: 79.5750ft^2 NaturalCrossSectioninformationforChannelLink26 ===================================================== CrossSectionID(fromX1card):7.0Channelsequencenumber:7 LeftOverbankLength:38.8ftMaximumElevation: 25.00ft. MainChannelLength:38.8ftMaximumDepth: 6.39ft. RightOverbankLength:38.8ftMaximumSectionArea: 123.8687ft^2 Maximumhydraulicradius: 3.11ft. ManningN:0.040toStation5.6Maxtopwidth: 35.57ft. "":0.040inmainChannelMaximumWettedPerimeter: 3.98E+01ft "":0.015Beyondstation25.4Maxleftbankarea: 17.71ft^2 Maxrightbankarea: 14.63ft^2 AllowableEncroachmentDepth:0.00ftMaxcenterchannelarea: 91.5279ft^2 NaturalCrossSectioninformationforChannelLink31 ===================================================== CrossSectionID(fromX1card):8.0Channelsequencenumber:8 LeftOverbankLength:240.3ftMaximumElevation: 27.85ft. MainChannelLength:199.7ftMaximumDepth: 16.36ft. RightOverbankLength:181.6ftMaximumSectionArea: 28065.25ft^2 Maximumhydraulicradius: 3.71ft. ManningN:0.070toStation4659.6Maxtopwidth: 7554.14ft. "":0.032inmainChannelMaximumWettedPerimeter: 7.56E+03ft "":0.070Beyondstation4835.3Maxleftbankarea: Page20 Coupland_Exist10yr.out 19000.27ft^2 Maxrightbankarea: 7493.03ft^2 AllowableEncroachmentDepth:0.00ftMaxcenterchannelarea: 1571.950ft^2 NaturalCrossSectioninformationforChannelLink33 ===================================================== CrossSectionID(fromX1card):9.0Channelsequencenumber:9 LeftOverbankLength:169.1ftMaximumElevation: 29.46ft. MainChannelLength:192.7ftMaximumDepth: 17.97ft. RightOverbankLength:192.5ftMaximumSectionArea: 30196.69ft^2 Maximumhydraulicradius: 4.88ft. ManningN:0.070toStation3428.2Maxtopwidth: 6181.63ft. "":0.032inmainChannelMaximumWettedPerimeter: 6.19E+03ft "":0.070Beyondstation3547.3Maxleftbankarea: 17628.50ft^2 Maxrightbankarea: 11171.67ft^2 AllowableEncroachmentDepth:0.00ftMaxcenterchannelarea: 1396.517ft^2 NaturalCrossSectioninformationforChannelLink34 ===================================================== CrossSectionID(fromX1card):10.0Channelsequencenumber:10 LeftOverbankLength:49.2ftMaximumElevation: 25.09ft. MainChannelLength:49.2ftMaximumDepth: 4.82ft. RightOverbankLength:49.2ftMaximumSectionArea: 78.2500ft^2 Maximumhydraulicradius: 1.63ft. ManningN:0.040toStation5.0Maxtopwidth: 45.00ft. "":0.040inmainChannelMaximumWettedPerimeter: 4.80E+01ft "":0.015Beyondstation25.0Maxleftbankarea: 9.80ft^2 Maxrightbankarea: Page21 Coupland_Exist10yr.out 6.02ft^2 AllowableEncroachmentDepth:0.00ftMaxcenterchannelarea: 62.4250ft^2 NaturalCrossSectioninformationforChannelLink36 ===================================================== CrossSectionID(fromX1card):11.0Channelsequencenumber:11 LeftOverbankLength:492.1ftMaximumElevation: 29.46ft. MainChannelLength:499.4ftMaximumDepth: 17.97ft. RightOverbankLength:512.7ftMaximumSectionArea: 30714.99ft^2 Maximumhydraulicradius: 4.83ft. ManningN:0.070toStation3592.7Maxtopwidth: 6305.50ft. "":0.032inmainChannelMaximumWettedPerimeter: 6.36E+03ft "":0.070Beyondstation3741.1Maxleftbankarea: 18443.26ft^2 Maxrightbankarea: 10717.92ft^2 AllowableEncroachmentDepth:0.00ftMaxcenterchannelarea: 1553.814ft^2 NaturalCrossSectioninformationforChannelLink37 ===================================================== CrossSectionID(fromX1card):12.0Channelsequencenumber:12 LeftOverbankLength:740.0ftMaximumElevation: 28.05ft. MainChannelLength:745.4ftMaximumDepth: 19.03ft. RightOverbankLength:747.9ftMaximumSectionArea: 27584.49ft^2 Maximumhydraulicradius: 3.59ft. ManningN:0.070toStation4926.5Maxtopwidth: 7672.71ft. "":0.032inmainChannelMaximumWettedPerimeter: 7.68E+03ft "":0.070Beyondstation5115.9Maxleftbankarea: 20807.75ft^2 Maxrightbankarea: 5154.22ft^2 AllowableEncroachmentDepth:0.00ftMaxcenterchannelarea: Page22 Coupland_Exist10yr.out 1622.518ft^2 NaturalCrossSectioninformationforChannelLink42.1.1 ===================================================== CrossSectionID(fromX1card):13.0Channelsequencenumber:13 LeftOverbankLength:20.3ftMaximumElevation: 28.40ft. MainChannelLength:20.0ftMaximumDepth: 19.94ft. RightOverbankLength:20.1ftMaximumSectionArea: 31373.45ft^2 Maximumhydraulicradius: 4.17ft. ManningN:0.070toStation4877.5Maxtopwidth: 7515.52ft. "":0.032inmainChannelMaximumWettedPerimeter: 7.52E+03ft "":0.070Beyondstation5060.6Maxleftbankarea: 22248.55ft^2 Maxrightbankarea: 7383.12ft^2 AllowableEncroachmentDepth:0.00ftMaxcenterchannelarea: 1741.771ft^2 NaturalCrossSectioninformationforChannelLink41 ===================================================== CrossSectionID(fromX1card):14.0Channelsequencenumber:14 LeftOverbankLength:133.6ftMaximumElevation: 25.09ft. MainChannelLength:133.6ftMaximumDepth: 4.82ft. RightOverbankLength:133.6ftMaximumSectionArea: 78.2500ft^2 Maximumhydraulicradius: 1.63ft. ManningN:0.040toStation5.0Maxtopwidth: 45.00ft. "":0.040inmainChannelMaximumWettedPerimeter: 4.80E+01ft "":0.015Beyondstation25.0Maxleftbankarea: 9.80ft^2 Maxrightbankarea: 6.02ft^2 AllowableEncroachmentDepth:0.00ftMaxcenterchannelarea: 62.4250ft^2 Page23 Coupland_Exist10yr.out NaturalCrossSectioninformationforChannelLink48 ===================================================== CrossSectionID(fromX1card):15.0Channelsequencenumber:15 LeftOverbankLength:38.3ftMaximumElevation: 27.82ft. MainChannelLength:38.3ftMaximumDepth: 16.33ft. RightOverbankLength:38.3ftMaximumSectionArea: 26945.91ft^2 Maximumhydraulicradius: 3.54ft. ManningN:0.070toStation4655.5Maxtopwidth: 7614.88ft. "":0.032inmainChannelMaximumWettedPerimeter: 7.62E+03ft "":0.070Beyondstation4770.5Maxleftbankarea: 18294.32ft^2 Maxrightbankarea: 7448.66ft^2 AllowableEncroachmentDepth:0.00ftMaxcenterchannelarea: 1202.931ft^2 *==================================================* |TableE1ConduitData| *==================================================* TrapezoidHazen InpConduitLengthConduitAreaManningMaxWidth DepthSideWilliams NumName(ft)Class(ft^2)Coef.(ft) (ft)Slopescfactor 1Link1468.3600Natural78.25000.040045.0000 4.8200 2Link1622.8500Natural78.25000.040045.0000 4.8200 3Link18243.1300Natural78.25000.040045.0000 4.8200 4Link20117.5100Natural85.77500.040040.0000 5.0200 5Link22282.4000Natural128.57500.040050.0000 5.3500 6Link24280.1300Natural112.85000.040045.0000 6.1100 7Link2638.8400Natural123.86870.040035.5700 Page24 Coupland_Exist10yr.out 6.3900 8Link31199.6800Natural28065.2470.03207554.1400 16.3600 9Link33192.6600Natural30196.6930.03206181.6300 17.9700 10Link3449.2500Natural78.25000.040045.0000 4.8200 11Link36499.4300Natural30714.9930.03206305.5000 17.9700 12Link37745.4400Natural27584.4860.03207672.7100 19.0300 13Link42.1.120.0100Natural31373.4460.03207515.5200 19.9400 14Link41133.5500Natural78.25000.040045.0000 4.8200 15Link4838.2600Natural26945.9110.03207614.8800 16.3300 16227.133.3500Circular4.90870.01502.5000 2.5000 17231.137.5400Circular4.90870.01502.5000 2.5000 18235.133.2900Circular4.90870.01302.5000 2.5000 19239.133.2700Circular4.90870.01502.5000 2.5000 20243.133.5900Circular4.90870.01502.5000 2.5000 21247.123.9600Circular4.90870.01302.5000 2.5000 22251.148.0400Circular4.90870.01502.5000 2.5000 23255.1124.5900Circular7.06860.01303.0000 3.0000 Totallengthofallconduits....3299.1300feet *===================================================* |Iftherearemessagesabout(sqrt(g*d)*dt/dx),or| |thesqrt(wavecelerity)*timestep/conduitlength| |intheoutputfileallitmeansisthatthe| |programwilllowertheinternaltimestepto| |satisfythiscondition(explicitcondition).| |Youcontroltheactualinternaltimestepby| |usingtheminimumcouranttimestepfactorinthe| |HYDRAULICSjobcontrol.Themessageputinwords| |statesthatthesmallestconduitwiththefastest| |velocitywillcontrolthetimestepselection.| |Youhavefurthercontrolbyusingthemodify| |conduitoptionintheHYDRAULICSJobControl.| Page25 Coupland_Exist10yr.out *===================================================* ConduitCourant NameRatio Link1410.95===>Warning!(sqrt(wavecelerity)*time step/conduitlength) Link1632.75===>Warning!(sqrt(wavecelerity)*time step/conduitlength) Link183.08===>Warning!(sqrt(wavecelerity)*time step/conduitlength) Link207.07===>Warning!(sqrt(wavecelerity)*time step/conduitlength) Link223.22===>Warning!(sqrt(wavecelerity)*time step/conduitlength) Link243.21===>Warning!(sqrt(wavecelerity)*time step/conduitlength) Link2627.26===>Warning!(sqrt(wavecelerity)*time step/conduitlength) Link315.48===>Warning!(sqrt(wavecelerity)*time step/conduitlength) Link336.20===>Warning!(sqrt(wavecelerity)*time step/conduitlength) Link3415.19===>Warning!(sqrt(wavecelerity)*time step/conduitlength) Link362.38===>Warning!(sqrt(wavecelerity)*time step/conduitlength) Link371.21===>Warning!(sqrt(wavecelerity)*time step/conduitlength) Link42.1.142.45===>Warning!(sqrt(wavecelerity)*time step/conduitlength) Link415.60===>Warning!(sqrt(wavecelerity)*time step/conduitlength) Link4827.90===>Warning!(sqrt(wavecelerity)*time step/conduitlength) 227.126.90===>Warning!(sqrt(wavecelerity)*time step/conduitlength) 231.123.90===>Warning!(sqrt(wavecelerity)*time step/conduitlength) 235.126.95===>Warning!(sqrt(wavecelerity)*time step/conduitlength) 239.126.97===>Warning!(sqrt(wavecelerity)*time step/conduitlength) 243.126.71===>Warning!(sqrt(wavecelerity)*time step/conduitlength) 247.137.45===>Warning!(sqrt(wavecelerity)*time step/conduitlength) Page26 Coupland_Exist10yr.out 251.118.68===>Warning!(sqrt(wavecelerity)*time step/conduitlength) 255.17.89===>Warning!(sqrt(wavecelerity)*time step/conduitlength) *==================* |ConduitVolume| *==================* Fullpipeorfullopenconduitvolume Inputfulldepthvolume............4.9108E+07cubicfeet ===>Warning!!Theupstreamanddownstreamjunctionsforthefollowingconduits havebeenreversedtocorrespondtothepositiveflowand decreasing slopeconvention.Anegativeflowintheoutputthusmeans theflowwasfromyouroriginalupstreamjunctiontoyouroriginal downstreamjunction.Anyinitialflowhasbeenmultipliedby1. 1.Conduit#...Link22hasbeenchanged. 2.Conduit#...Link34hasbeenchanged. 3.Conduit#...235.1hasbeenchanged. 4.Conduit#...239.1hasbeenchanged. 5.Conduit#...243.1hasbeenchanged. 6.Conduit#...247.1hasbeenchanged. *===================================================* |TableE3aJunctionData| *===================================================* InpJunctionGroundCrownInvertQinstInitial Interface NumNameElevationElevationElevationcfsDepthftFlow (%) 1Node1340.000027.860022.74000.00000.0000 100.0000 2Node1440.000027.820022.70000.00000.0000 100.0000 3Node1540.000026.320021.20000.00000.0000 100.0000 4Node1640.000026.620021.16000.00000.0000 100.0000 5Node1740.000025.510020.31000.00000.0000 100.0000 6Node1940.000024.520019.43000.00000.0000 Page27 Coupland_Exist10yr.out 100.0000 7Node2040.000025.170019.63000.00000.0000 100.0000 8Node2140.000024.710019.69000.00000.0000 100.0000 9Node2240.000025.500019.80000.00000.0000 100.0000 10Node2340.000025.520019.45000.00000.0000 100.0000 11Node2440.000026.280019.87000.00000.0000 100.0000 12Node2540.000025.910019.57000.00000.0000 100.0000 13Node2640.000025.240018.85000.00000.0000 100.0000 14Node2740.000024.610018.22000.00000.0000 100.0000 15Node2840.000029.440011.47000.00000.0000 100.0000 16Node3140.000027.840011.48000.00000.0000 100.0000 17Node3340.000029.430011.46000.00000.0000 100.0000 18Node3540.000027.820011.49000.00000.0000 100.0000 19Node3640.000028.05009.02000.00000.0000 100.0000 20Node3740.000028.40008.46000.00000.0000 100.0000 21Node4140.000028.40008.46000.00000.0000 100.0000 22Node18.1.140.000025.570014.99000.00000.0000 100.0000 23Node34.1.140.000027.100016.32000.00000.0000 100.0000 24Node3940.000027.970023.15000.00000.0000 100.0000 *===================================================* |TableE3bJunctionData| *===================================================* InpJunctionXYTypeofTypeof MaximumPavement NumNameCoord.Coord.ManholeInlet CapacityShapeSlope Page28 Coupland_Exist10yr.out 1Node130.00000.0000NoPondingNormal 00.00 2Node140.00000.0000NoPondingNormal 00.00 3Node150.00000.0000NoPondingNormal 00.00 4Node160.00000.0000NoPondingNormal 00.00 5Node170.00000.0000NoPondingNormal 00.00 6Node190.00000.0000NoPondingNormal 00.00 7Node200.00000.0000NoPondingNormal 00.00 8Node210.00000.0000NoPondingNormal 00.00 9Node220.00000.0000NoPondingNormal 00.00 10Node230.00000.0000NoPondingNormal 00.00 11Node240.00000.0000NoPondingNormal 00.00 12Node250.00000.0000NoPondingNormal 00.00 13Node260.00000.0000NoPondingNormal 00.00 14Node270.00000.0000NoPondingNormal 00.00 15Node280.00000.0000NoPondingNormal 00.00 16Node310.00000.0000NoPondingNormal 00.00 17Node330.00000.0000NoPondingNormal 00.00 18Node350.00000.0000NoPondingNormal 00.00 19Node360.00000.0000NoPondingNormal 00.00 20Node370.00000.0000NoPondingNormal 00.00 21Node410.00000.0000NoPondingNormal 00.00 22Node18.1.10.00000.0000NoPondingNormal 00.00 23Node34.1.10.00000.0000NoPondingNormal 00.00 24Node390.00000.0000NoPondingNormal Page29 Coupland_Exist10yr.out 00.00 *===================================================* |TableE4ConduitConnectivity| *===================================================* InputConduitUpstreamDownstream UpstreamDownstream NumberNameNodeNode ElevationElevation ================================================================== ================== 1Link14Node14Node15 23.000021.5000NoDesign 2Link16Node16Node17 21.800020.6900NoDesign 3Link18Node18.1.1Node19 20.750019.7000NoDesign 4Link20Node20Node21 20.150019.6900NoDesign 5Link22Node23Node22 20.170020.1500NoDesign 6Link24Node24Node25 20.170019.8000NoDesign 7Link26Node26Node27 18.850018.2200NoDesign 8Link31Node31Node28 11.480011.4700NoDesign 9Link33Node28Node33 11.470011.4600NoDesign 10Link34Node13Node34.1.1 23.040022.2800NoDesign 11Link36Node33Node36 11.46009.0200NoDesign 12Link37Node36Node37 9.02008.4600NoDesign 13Link42.1.1Node37Node41 8.46008.4600NoDesign 14Link41Node39Node34.1.1 23.150022.2800NoDesign 15Link48Node35Node31 11.490011.4800NoDesign 16227.1Node13Node14 22.740022.7000NoDesign 17231.1Node15Node16 21.200021.1600NoDesign 18235.1Node18.1.1Node17 Page30 Coupland_Exist10yr.out 20.450020.3100NoDesign 19239.1Node20Node19 19.710019.4300NoDesign 20243.1Node22Node21 20.150020.0300NoDesign 21247.1Node24Node23 19.870019.4500NoDesign 22251.1Node25Node26 19.800019.5400NoDesign 23255.1Node27Node28 18.800016.2700NoDesign *===========================================* |WeirData| *===========================================* WeirFromToCrest WeirWeirDischargeWeir NameJunctionJunctionTypeHeight(ft) Top(ft)Length(ft)CoefficientPower W14Node13Node1410.91 17.2633.352.67001.5000 W15Node15Node1612.99 18.8037.542.67001.5000 W17Node17Node18.1.113.17 19.6933.292.67001.5000 W20Node19Node2014.45 20.5733.272.67001.5000 W21Node21Node2214.12 20.3133.592.67001.5000 W24Node23Node2413.76 20.5523.962.67001.5000 W25Node25Node2614.55 20.4348.042.67001.5000 W27Node27Node2815.25 21.78124.592.67001.5000 *================================================* |FREEOUTFALLDATA(DATAGROUPI1)| |BOUNDARYCONDITIONONDATAGROUPJ1| *================================================* OutfallatJunction....Node41hasboundaryconditionnumber...1 Page31 Coupland_Exist10yr.out *=============================================* |WeirOutfallData| |BoundaryConditionondatagroupJ1| *=============================================* *================================================* |INTERNALCONNECTIVITYINFORMATION| *================================================* CONDUITJUNCTIONJUNCTION W14Node13Node14 W15Node15Node16 W17Node17Node18.1.1 W20Node19Node20 W21Node21Node22 W24Node23Node24 W25Node25Node26 W27Node27Node28 FREE#1Node41BOUNDARY *===================================================* |BoundaryConditionInformation| |DataGroupsJ1J4| *===================================================* BCNUMBER..1hasnocontrolwatersurface. *===================================================* |XPNoteFieldSummary| *===================================================* *=================================* |ConduitConvergenceCriteria| *=================================* ConduitFullConduit NameFlowSlope Link14596.74830.0219 Page32 Coupland_Exist10yr.out Link16887.90190.0486 Link18264.74150.0043 Link20316.72760.0039 Link2272.59770.0001 Link24267.18700.0013 Link261249.14600.0162 Link3122103.95530.0001 Link3329068.20890.0001 Link34500.43800.0154 Link36284978.98490.0049 Link3782357.79760.0008 Link42.1.111938.34210.0000 Link41325.15040.0065 Link4846955.91260.0003 227.112.31120.0012 231.111.60380.0011 235.126.59940.0042 239.132.61140.0084 243.121.24730.0036 247.154.30580.0175 251.126.15190.0054 255.195.04600.0203 *=================================* |InitialModelCondition| |InitialTime=0.03hours| Page33 Coupland_Exist10yr.out *=================================* Junction/Depth/Elevation===>"*"JunctionisSurcharged. Node13/0.00/22.74Node14/0.00/22.70 Node15/0.00/21.20 Node16/0.00/21.16Node17/0.00/20.31 Node19/0.00/19.43 Node20/0.00/19.63Node21/0.00/19.69 Node22/0.00/19.80 Node23/0.00/19.45Node24/0.00/19.87 Node25/0.00/19.57 Node26/0.00/18.85Node27/0.00/18.22 Node28/0.00/11.47 Node31/0.00/11.48Node33/0.00/11.46 Node35/0.00/11.49 Node36/0.00/9.02Node37/0.00/8.46 Node41/0.00/8.46 Node18.1.1/0.00/14.99Node34.1.1/0.00/16.32 Node39/0.00/23.15 Conduit/FLOW===>"*"Conduitusesthenormalflowoption. Link14/0.00Link16/0.00 Link18/0.00 Link20/0.00Link22/0.00 Link24/0.00 Link26/0.00Link31/0.00 Link33/0.00 Link34/0.00Link36/0.00 Link37/0.00 Link42.1.1/0.00Link41/0.00 Link48/0.00 227.1/0.00231.1/0.00 235.1/0.00 239.1/0.00243.1/0.00 247.1/0.00 251.1/0.00255.1/0.00 W14/0.00 W15/0.00W17/0.00 W20/0.00 W21/0.00W24/0.00 W25/0.00 W27/0.00FREE#1/0.00 Conduit/Velocity Link14/0.00Link16/0.00 Link18/0.00 Link20/0.00Link22/0.00 Link24/0.00 Page34 Coupland_Exist10yr.out Link26/0.00Link31/0.00 Link33/0.00 Link34/0.00Link36/0.00 Link37/0.00 Link42.1.1/0.00Link41/0.00 Link48/0.00 227.1/0.00231.1/0.00 235.1/0.00 239.1/0.00243.1/0.00 247.1/0.00 251.1/0.00255.1/0.00 Conduit/CrossSectionalArea Link14/0.00Link16/0.00 Link18/0.00 Link20/0.00Link22/0.00 Link24/0.00 Link26/0.00Link31/0.00 Link33/0.00 Link34/0.00Link36/0.00 Link37/0.00 Link42.1.1/0.00Link41/0.00 Link48/0.00 227.1/0.00231.1/0.00 235.1/0.00 239.1/0.00243.1/0.00 247.1/0.00 251.1/0.00255.1/0.00 Conduit/HydraulicRadius Link14/0.00Link16/0.00 Link18/0.00 Link20/0.00Link22/0.00 Link24/0.00 Link26/0.00Link31/0.00 Link33/0.00 Link34/0.00Link36/0.00 Link37/0.00 Link42.1.1/0.00Link41/0.00 Link48/0.00 227.1/0.00231.1/0.00 235.1/0.00 239.1/0.00243.1/0.00 247.1/0.00 251.1/0.00255.1/0.00 Conduit/Upstream/DownstreamElevation Link14/21.20/21.20Link16/20.31/20.31 Page35 Coupland_Exist10yr.out Link18/19.43/19.43 Link20/19.69/19.69Link22/19.80/19.80 Link24/19.57/19.57 Link26/18.22/18.22Link31/11.47/11.47 Link33/11.46/11.46 Link34/16.32/16.32Link36/9.02/9.02 Link37/8.46/8.46 Link42.1.1/8.46/8.46Link41/16.32/16.32 Link48/11.48/11.48 227.1/22.70/22.70231.1/21.16/21.16 235.1/20.31/20.31 239.1/19.43/19.43243.1/19.69/19.69 247.1/19.45/19.45 251.1/18.85/18.85255.1/11.47/11.47 ########ImportantInformation######## Starttimeofuserhydrographswas...0.000000000000000E+000 Starttimeofthesimulationwas.....0.000000000000000E+000 Foundamatchbetweenuserhydrographandsimulationstarttime. ================================================================================ ===>Systeminflows(datagroupK3)at0.00hours(Junction/Inflow,cfs) Node35/0.00E+00 ######################################## ===>Systeminflows(datagroupK3)at0.03hours(Junction/Inflow,cfs) Node35/0.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at0.08hours(Junction/Inflow,cfs) Node35/0.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at0.19hours(Junction/Inflow,cfs) Node35/0.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at0.25hours(Junction/Inflow,cfs) Node35/0.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at0.33hours(Junction/Inflow,cfs) Node35/0.00E+00 Page36 Coupland_Exist10yr.out ######################################## ######################################## ===>Systeminflows(datagroupK3)at0.44hours(Junction/Inflow,cfs) Node35/0.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at0.50hours(Junction/Inflow,cfs) Node35/0.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at0.58hours(Junction/Inflow,cfs) Node35/0.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at0.69hours(Junction/Inflow,cfs) Node35/0.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at0.78hours(Junction/Inflow,cfs) Node35/0.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at0.83hours(Junction/Inflow,cfs) Node35/0.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at0.94hours(Junction/Inflow,cfs) Node35/0.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at1.00hours(Junction/Inflow,cfs) Node35/0.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at1.08hours(Junction/Inflow,cfs) Node35/0.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at1.19hours(Junction/Inflow,cfs) Page37 Coupland_Exist10yr.out Node35/1.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at1.25hours(Junction/Inflow,cfs) Node35/3.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at1.33hours(Junction/Inflow,cfs) Node35/6.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at1.44hours(Junction/Inflow,cfs) Node35/9.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at1.50hours(Junction/Inflow,cfs) Node35/1.30E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at1.58hours(Junction/Inflow,cfs) Node35/1.70E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at1.69hours(Junction/Inflow,cfs) Node35/2.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at1.75hours(Junction/Inflow,cfs) Node35/2.40E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at1.83hours(Junction/Inflow,cfs) Node35/2.70E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at1.94hours(Junction/Inflow,cfs) Node35/3.10E+00 ######################################## Page38 Coupland_Exist10yr.out ######################################## ===>Systeminflows(datagroupK3)at2.00hours(Junction/Inflow,cfs) Node35/3.40E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at2.08hours(Junction/Inflow,cfs) Node35/3.80E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at2.19hours(Junction/Inflow,cfs) Node35/4.10E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at2.25hours(Junction/Inflow,cfs) Node35/4.40E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at2.33hours(Junction/Inflow,cfs) Node35/4.70E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at2.44hours(Junction/Inflow,cfs) Node35/5.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at2.50hours(Junction/Inflow,cfs) Node35/5.30E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at2.58hours(Junction/Inflow,cfs) Node35/5.60E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at2.69hours(Junction/Inflow,cfs) Node35/5.90E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at2.75hours(Junction/Inflow,cfs) Page39 Coupland_Exist10yr.out Node35/6.20E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at2.83hours(Junction/Inflow,cfs) Node35/6.50E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at2.94hours(Junction/Inflow,cfs) Node35/6.80E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at3.00hours(Junction/Inflow,cfs) Node35/7.10E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at3.08hours(Junction/Inflow,cfs) Node35/7.40E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at3.19hours(Junction/Inflow,cfs) Node35/7.70E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at3.25hours(Junction/Inflow,cfs) Node35/7.90E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at3.33hours(Junction/Inflow,cfs) Node35/8.20E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at3.44hours(Junction/Inflow,cfs) Node35/8.50E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at3.50hours(Junction/Inflow,cfs) Node35/8.70E+00 ######################################## ######################################## Page40 Coupland_Exist10yr.out ===>Systeminflows(datagroupK3)at3.58hours(Junction/Inflow,cfs) Node35/9.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at3.69hours(Junction/Inflow,cfs) Node35/9.20E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at3.75hours(Junction/Inflow,cfs) Node35/9.50E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at3.83hours(Junction/Inflow,cfs) Node35/9.70E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at3.94hours(Junction/Inflow,cfs) Node35/9.90E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at4.00hours(Junction/Inflow,cfs) Node35/1.02E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at4.08hours(Junction/Inflow,cfs) Node35/1.04E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at4.19hours(Junction/Inflow,cfs) Node35/1.07E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at4.25hours(Junction/Inflow,cfs) Node35/1.09E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at4.33hours(Junction/Inflow,cfs) Node35/1.11E+01 Page41 Coupland_Exist10yr.out ######################################## ######################################## ===>Systeminflows(datagroupK3)at4.44hours(Junction/Inflow,cfs) Node35/1.13E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at4.50hours(Junction/Inflow,cfs) Node35/1.15E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at4.58hours(Junction/Inflow,cfs) Node35/1.18E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at4.69hours(Junction/Inflow,cfs) Node35/1.20E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at4.75hours(Junction/Inflow,cfs) Node35/1.22E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at4.83hours(Junction/Inflow,cfs) Node35/1.24E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at4.94hours(Junction/Inflow,cfs) Node35/1.26E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at5.00hours(Junction/Inflow,cfs) Node35/1.28E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at5.08hours(Junction/Inflow,cfs) Node35/1.30E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at5.19hours(Junction/Inflow,cfs) Page42 Coupland_Exist10yr.out Node35/1.32E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at5.25hours(Junction/Inflow,cfs) Node35/1.34E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at5.33hours(Junction/Inflow,cfs) Node35/1.36E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at5.44hours(Junction/Inflow,cfs) Node35/1.38E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at5.50hours(Junction/Inflow,cfs) Node35/1.40E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at5.58hours(Junction/Inflow,cfs) Node35/1.42E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at5.69hours(Junction/Inflow,cfs) Node35/1.44E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at5.75hours(Junction/Inflow,cfs) Node35/1.45E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at5.83hours(Junction/Inflow,cfs) Node35/1.47E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at5.94hours(Junction/Inflow,cfs) Node35/1.49E+01 ######################################## Page43 Coupland_Exist10yr.out ######################################## ===>Systeminflows(datagroupK3)at6.00hours(Junction/Inflow,cfs) Node35/1.51E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at6.08hours(Junction/Inflow,cfs) Node35/1.53E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at6.19hours(Junction/Inflow,cfs) Node35/1.54E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at6.25hours(Junction/Inflow,cfs) Node35/1.56E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at6.33hours(Junction/Inflow,cfs) Node35/1.58E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at6.44hours(Junction/Inflow,cfs) Node35/1.59E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at6.50hours(Junction/Inflow,cfs) Node35/1.61E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at6.58hours(Junction/Inflow,cfs) Node35/1.63E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at6.69hours(Junction/Inflow,cfs) Node35/1.64E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at6.75hours(Junction/Inflow,cfs) Page44 Coupland_Exist10yr.out Node35/1.66E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at6.83hours(Junction/Inflow,cfs) Node35/1.68E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at6.94hours(Junction/Inflow,cfs) Node35/1.69E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at7.03hours(Junction/Inflow,cfs) Node35/1.71E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at7.08hours(Junction/Inflow,cfs) Node35/1.72E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at7.19hours(Junction/Inflow,cfs) Node35/1.74E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at7.28hours(Junction/Inflow,cfs) Node35/1.75E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at7.33hours(Junction/Inflow,cfs) Node35/1.77E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at7.44hours(Junction/Inflow,cfs) Node35/1.79E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at7.53hours(Junction/Inflow,cfs) Node35/1.80E+01 ######################################## ######################################## Page45 Coupland_Exist10yr.out ===>Systeminflows(datagroupK3)at7.58hours(Junction/Inflow,cfs) Node35/1.82E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at7.69hours(Junction/Inflow,cfs) Node35/1.83E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at7.78hours(Junction/Inflow,cfs) Node35/1.85E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at7.83hours(Junction/Inflow,cfs) Node35/1.86E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at7.94hours(Junction/Inflow,cfs) Node35/1.87E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at8.03hours(Junction/Inflow,cfs) Node35/1.89E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at8.08hours(Junction/Inflow,cfs) Node35/1.90E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at8.19hours(Junction/Inflow,cfs) Node35/1.92E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at8.28hours(Junction/Inflow,cfs) Node35/1.93E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at8.33hours(Junction/Inflow,cfs) Node35/1.95E+01 Page46 Coupland_Exist10yr.out ######################################## ######################################## ===>Systeminflows(datagroupK3)at8.44hours(Junction/Inflow,cfs) Node35/1.96E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at8.53hours(Junction/Inflow,cfs) Node35/1.98E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at8.58hours(Junction/Inflow,cfs) Node35/1.99E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at8.69hours(Junction/Inflow,cfs) Node35/2.01E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at8.78hours(Junction/Inflow,cfs) Node35/2.02E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at8.83hours(Junction/Inflow,cfs) Node35/2.04E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at8.94hours(Junction/Inflow,cfs) Node35/2.05E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at9.03hours(Junction/Inflow,cfs) Node35/2.07E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at9.08hours(Junction/Inflow,cfs) Node35/2.08E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at9.19hours(Junction/Inflow,cfs) Page47 Coupland_Exist10yr.out Node35/2.10E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at9.28hours(Junction/Inflow,cfs) Node35/2.11E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at9.33hours(Junction/Inflow,cfs) Node35/2.13E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at9.44hours(Junction/Inflow,cfs) Node35/2.15E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at9.53hours(Junction/Inflow,cfs) Node35/2.16E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at9.58hours(Junction/Inflow,cfs) Node35/2.18E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at9.69hours(Junction/Inflow,cfs) Node35/2.20E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at9.78hours(Junction/Inflow,cfs) Node35/2.22E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at9.83hours(Junction/Inflow,cfs) Node35/2.24E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at9.94hours(Junction/Inflow,cfs) Node35/2.26E+01 ######################################## Page48 Coupland_Exist10yr.out ######################################## ===>Systeminflows(datagroupK3)at10.03hours(Junction/Inflow,cfs) Node35/2.29E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at10.08hours(Junction/Inflow,cfs) Node35/2.32E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at10.19hours(Junction/Inflow,cfs) Node35/2.35E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at10.28hours(Junction/Inflow,cfs) Node35/2.38E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at10.33hours(Junction/Inflow,cfs) Node35/2.42E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at10.44hours(Junction/Inflow,cfs) Node35/2.45E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at10.53hours(Junction/Inflow,cfs) Node35/2.49E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at10.58hours(Junction/Inflow,cfs) Node35/2.54E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at10.69hours(Junction/Inflow,cfs) Node35/2.59E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at10.78hours(Junction/Inflow,cfs) Page49 Coupland_Exist10yr.out Node35/2.64E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at10.83hours(Junction/Inflow,cfs) Node35/2.70E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at10.94hours(Junction/Inflow,cfs) Node35/2.76E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at11.03hours(Junction/Inflow,cfs) Node35/2.83E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at11.08hours(Junction/Inflow,cfs) Node35/2.90E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at11.19hours(Junction/Inflow,cfs) Node35/2.97E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at11.28hours(Junction/Inflow,cfs) Node35/3.05E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at11.33hours(Junction/Inflow,cfs) Node35/3.14E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at11.44hours(Junction/Inflow,cfs) Node35/3.22E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at11.53hours(Junction/Inflow,cfs) Node35/3.32E+01 ######################################## ######################################## Page50 Coupland_Exist10yr.out ===>Systeminflows(datagroupK3)at11.58hours(Junction/Inflow,cfs) Node35/3.41E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at11.69hours(Junction/Inflow,cfs) Node35/3.51E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at11.78hours(Junction/Inflow,cfs) Node35/3.62E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at11.83hours(Junction/Inflow,cfs) Node35/3.72E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at11.94hours(Junction/Inflow,cfs) Node35/3.84E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at12.03hours(Junction/Inflow,cfs) Node35/3.95E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at12.08hours(Junction/Inflow,cfs) Node35/4.08E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at12.19hours(Junction/Inflow,cfs) Node35/4.20E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at12.28hours(Junction/Inflow,cfs) Node35/4.34E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at12.33hours(Junction/Inflow,cfs) Node35/4.47E+01 Page51 Coupland_Exist10yr.out ######################################## ######################################## ===>Systeminflows(datagroupK3)at12.44hours(Junction/Inflow,cfs) Node35/4.61E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at12.53hours(Junction/Inflow,cfs) Node35/4.76E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at12.58hours(Junction/Inflow,cfs) Node35/4.91E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at12.69hours(Junction/Inflow,cfs) Node35/5.07E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at12.78hours(Junction/Inflow,cfs) Node35/5.23E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at12.83hours(Junction/Inflow,cfs) Node35/5.40E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at12.94hours(Junction/Inflow,cfs) Node35/5.57E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at13.03hours(Junction/Inflow,cfs) Node35/5.76E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at13.08hours(Junction/Inflow,cfs) Node35/5.97E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at13.19hours(Junction/Inflow,cfs) Page52 Coupland_Exist10yr.out Node35/6.22E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at13.28hours(Junction/Inflow,cfs) Node35/6.50E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at13.33hours(Junction/Inflow,cfs) Node35/6.81E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at13.44hours(Junction/Inflow,cfs) Node35/7.13E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at13.53hours(Junction/Inflow,cfs) Node35/7.47E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at13.58hours(Junction/Inflow,cfs) Node35/7.81E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at13.69hours(Junction/Inflow,cfs) Node35/8.17E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at13.78hours(Junction/Inflow,cfs) Node35/8.53E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at13.83hours(Junction/Inflow,cfs) Node35/8.90E+01 ######################################## Cycle500Time13Hrs53.33Min Junction/Depth/Elevation===>"*"JunctionisSurcharged. Node13/0.76/23.50Node14/0.79/23.49 Page53 Coupland_Exist10yr.out Node15/1.03/22.23 Node16/1.06/22.22Node17/1.47/21.78 Node19/2.18/21.61 Node20/1.97/21.60Node21/1.88/21.57 Node22/1.76/21.56 Node23/2.02/21.47Node24/1.60/21.47 Node25/0.90/20.47 Node26/0.79/19.64Node27/1.00/19.22 Node28/2.40/13.87 Node31/2.50/13.98Node33/2.10/13.56 Node35/2.53/14.02 Node36/4.05/13.07Node37/4.47/12.93 Node41/4.46/12.92 Node18.1.1/6.79/21.78Node34.1.1/7.20/23.52 Node39/0.45/23.60 Conduit/FLOW===>"*"Conduitusesthenormalflowoption. Link14/1.49*Link16/1.49* Link18/2.56Link20/4.47 Link22/4.29Link24/4.08 Link26/4.07Link31/86.90 Link33/89.80Link34/1.50 Link36/87.47Link37/81.31 Link42.1.1/77.40Link41/0.39 Link48/87.65227.1/1.50 231.1/1.49235.1/1.56 239.1/4.52243.1/4.41 247.1/4.17251.1/4.07 255.1/4.05W14/0.00 W15/0.00W17/0.00 W20/0.00W21/0.00 W24/0.00W25/0.00 W27/0.00FREE#1/77.31 ######################################## ===>Systeminflows(datagroupK3)at13.94hours(Junction/Inflow,cfs) Node35/9.28E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at14.03hours(Junction/Inflow,cfs) Node35/9.68E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at14.08hours(Junction/Inflow,cfs) Node35/1.01E+02 ######################################## Page54 Coupland_Exist10yr.out ######################################## ===>Systeminflows(datagroupK3)at14.19hours(Junction/Inflow,cfs) Node35/1.05E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at14.28hours(Junction/Inflow,cfs) Node35/1.09E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at14.33hours(Junction/Inflow,cfs) Node35/1.14E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at14.44hours(Junction/Inflow,cfs) Node35/1.19E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at14.53hours(Junction/Inflow,cfs) Node35/1.24E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at14.58hours(Junction/Inflow,cfs) Node35/1.28E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at14.69hours(Junction/Inflow,cfs) Node35/1.34E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at14.78hours(Junction/Inflow,cfs) Node35/1.39E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at14.83hours(Junction/Inflow,cfs) Node35/1.44E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at14.94hours(Junction/Inflow,cfs) Page55 Coupland_Exist10yr.out Node35/1.50E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at15.03hours(Junction/Inflow,cfs) Node35/1.56E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at15.08hours(Junction/Inflow,cfs) Node35/1.62E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at15.19hours(Junction/Inflow,cfs) Node35/1.70E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at15.25hours(Junction/Inflow,cfs) Node35/1.78E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at15.33hours(Junction/Inflow,cfs) Node35/1.88E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at15.44hours(Junction/Inflow,cfs) Node35/1.98E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at15.50hours(Junction/Inflow,cfs) Node35/2.10E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at15.58hours(Junction/Inflow,cfs) Node35/2.23E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at15.69hours(Junction/Inflow,cfs) Node35/2.39E+02 ######################################## ######################################## Page56 Coupland_Exist10yr.out ===>Systeminflows(datagroupK3)at15.75hours(Junction/Inflow,cfs) Node35/2.59E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at15.83hours(Junction/Inflow,cfs) Node35/2.85E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at15.94hours(Junction/Inflow,cfs) Node35/3.22E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at16.00hours(Junction/Inflow,cfs) Node35/3.77E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at16.08hours(Junction/Inflow,cfs) Node35/4.51E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at16.19hours(Junction/Inflow,cfs) Node35/5.39E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at16.25hours(Junction/Inflow,cfs) Node35/6.27E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at16.33hours(Junction/Inflow,cfs) Node35/6.99E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at16.44hours(Junction/Inflow,cfs) Node35/7.49E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at16.50hours(Junction/Inflow,cfs) Node35/7.78E+02 Page57 Coupland_Exist10yr.out ######################################## ######################################## ===>Systeminflows(datagroupK3)at16.58hours(Junction/Inflow,cfs) Node35/7.93E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at16.69hours(Junction/Inflow,cfs) Node35/8.01E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at16.75hours(Junction/Inflow,cfs) Node35/8.06E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at16.83hours(Junction/Inflow,cfs) Node35/8.08E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at16.94hours(Junction/Inflow,cfs) Node35/8.08E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at17.00hours(Junction/Inflow,cfs) Node35/8.06E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at17.08hours(Junction/Inflow,cfs) Node35/8.04E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at17.19hours(Junction/Inflow,cfs) Node35/8.00E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at17.25hours(Junction/Inflow,cfs) Node35/7.96E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at17.33hours(Junction/Inflow,cfs) Page58 Coupland_Exist10yr.out Node35/7.90E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at17.44hours(Junction/Inflow,cfs) Node35/7.84E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at17.50hours(Junction/Inflow,cfs) Node35/7.78E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at17.58hours(Junction/Inflow,cfs) Node35/7.72E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at17.69hours(Junction/Inflow,cfs) Node35/7.65E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at17.75hours(Junction/Inflow,cfs) Node35/7.58E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at17.83hours(Junction/Inflow,cfs) Node35/7.52E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at17.94hours(Junction/Inflow,cfs) Node35/7.45E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at18.00hours(Junction/Inflow,cfs) Node35/7.38E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at18.08hours(Junction/Inflow,cfs) Node35/7.31E+02 ######################################## Page59 Coupland_Exist10yr.out ######################################## ===>Systeminflows(datagroupK3)at18.19hours(Junction/Inflow,cfs) Node35/7.24E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at18.25hours(Junction/Inflow,cfs) Node35/7.16E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at18.33hours(Junction/Inflow,cfs) Node35/7.09E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at18.44hours(Junction/Inflow,cfs) Node35/7.02E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at18.50hours(Junction/Inflow,cfs) Node35/6.94E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at18.58hours(Junction/Inflow,cfs) Node35/6.87E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at18.69hours(Junction/Inflow,cfs) Node35/6.80E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at18.75hours(Junction/Inflow,cfs) Node35/6.72E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at18.83hours(Junction/Inflow,cfs) Node35/6.65E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at18.94hours(Junction/Inflow,cfs) Page60 Coupland_Exist10yr.out Node35/6.57E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at19.00hours(Junction/Inflow,cfs) Node35/6.50E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at19.08hours(Junction/Inflow,cfs) Node35/6.42E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at19.19hours(Junction/Inflow,cfs) Node35/6.34E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at19.25hours(Junction/Inflow,cfs) Node35/6.26E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at19.33hours(Junction/Inflow,cfs) Node35/6.18E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at19.44hours(Junction/Inflow,cfs) Node35/6.10E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at19.50hours(Junction/Inflow,cfs) Node35/6.01E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at19.58hours(Junction/Inflow,cfs) Node35/5.93E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at19.69hours(Junction/Inflow,cfs) Node35/5.85E+02 ######################################## ######################################## Page61 Coupland_Exist10yr.out ===>Systeminflows(datagroupK3)at19.75hours(Junction/Inflow,cfs) Node35/5.77E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at19.83hours(Junction/Inflow,cfs) Node35/5.69E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at19.94hours(Junction/Inflow,cfs) Node35/5.61E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at20.03hours(Junction/Inflow,cfs) Node35/5.54E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at20.08hours(Junction/Inflow,cfs) Node35/5.46E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at20.19hours(Junction/Inflow,cfs) Node35/5.38E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at20.28hours(Junction/Inflow,cfs) Node35/5.31E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at20.33hours(Junction/Inflow,cfs) Node35/5.23E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at20.44hours(Junction/Inflow,cfs) Node35/5.16E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at20.53hours(Junction/Inflow,cfs) Node35/5.09E+02 Page62 Coupland_Exist10yr.out ######################################## ######################################## ===>Systeminflows(datagroupK3)at20.58hours(Junction/Inflow,cfs) Node35/5.02E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at20.69hours(Junction/Inflow,cfs) Node35/4.94E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at20.78hours(Junction/Inflow,cfs) Node35/4.88E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at20.83hours(Junction/Inflow,cfs) Node35/4.81E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at20.94hours(Junction/Inflow,cfs) Node35/4.74E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at21.03hours(Junction/Inflow,cfs) Node35/4.67E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at21.08hours(Junction/Inflow,cfs) Node35/4.60E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at21.19hours(Junction/Inflow,cfs) Node35/4.54E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at21.28hours(Junction/Inflow,cfs) Node35/4.47E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at21.33hours(Junction/Inflow,cfs) Page63 Coupland_Exist10yr.out Node35/4.41E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at21.44hours(Junction/Inflow,cfs) Node35/4.35E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at21.53hours(Junction/Inflow,cfs) Node35/4.28E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at21.58hours(Junction/Inflow,cfs) Node35/4.22E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at21.69hours(Junction/Inflow,cfs) Node35/4.16E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at21.78hours(Junction/Inflow,cfs) Node35/4.10E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at21.83hours(Junction/Inflow,cfs) Node35/4.04E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at21.94hours(Junction/Inflow,cfs) Node35/3.99E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at22.03hours(Junction/Inflow,cfs) Node35/3.93E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at22.08hours(Junction/Inflow,cfs) Node35/3.87E+02 ######################################## Page64 Coupland_Exist10yr.out ######################################## ===>Systeminflows(datagroupK3)at22.19hours(Junction/Inflow,cfs) Node35/3.82E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at22.28hours(Junction/Inflow,cfs) Node35/3.76E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at22.33hours(Junction/Inflow,cfs) Node35/3.71E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at22.44hours(Junction/Inflow,cfs) Node35/3.66E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at22.53hours(Junction/Inflow,cfs) Node35/3.61E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at22.58hours(Junction/Inflow,cfs) Node35/3.56E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at22.69hours(Junction/Inflow,cfs) Node35/3.51E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at22.78hours(Junction/Inflow,cfs) Node35/3.46E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at22.83hours(Junction/Inflow,cfs) Node35/3.41E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at22.94hours(Junction/Inflow,cfs) Page65 Coupland_Exist10yr.out Node35/3.36E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at23.03hours(Junction/Inflow,cfs) Node35/3.31E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at23.08hours(Junction/Inflow,cfs) Node35/3.27E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at23.19hours(Junction/Inflow,cfs) Node35/3.22E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at23.28hours(Junction/Inflow,cfs) Node35/3.18E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at23.33hours(Junction/Inflow,cfs) Node35/3.13E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at23.44hours(Junction/Inflow,cfs) Node35/3.09E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at23.53hours(Junction/Inflow,cfs) Node35/3.04E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at23.58hours(Junction/Inflow,cfs) Node35/3.00E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at23.69hours(Junction/Inflow,cfs) Node35/2.96E+02 ######################################## ######################################## Page66 Coupland_Exist10yr.out ===>Systeminflows(datagroupK3)at23.78hours(Junction/Inflow,cfs) Node35/2.92E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at23.83hours(Junction/Inflow,cfs) Node35/2.88E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at23.94hours(Junction/Inflow,cfs) Node35/2.84E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at24.03hours(Junction/Inflow,cfs) Node35/2.80E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at24.08hours(Junction/Inflow,cfs) Node35/2.75E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at24.19hours(Junction/Inflow,cfs) Node35/2.71E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at24.28hours(Junction/Inflow,cfs) Node35/2.66E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at24.33hours(Junction/Inflow,cfs) Node35/2.62E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at24.44hours(Junction/Inflow,cfs) Node35/2.57E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at24.53hours(Junction/Inflow,cfs) Node35/2.52E+02 Page67 Coupland_Exist10yr.out ######################################## ######################################## ===>Systeminflows(datagroupK3)at24.58hours(Junction/Inflow,cfs) Node35/2.47E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at24.69hours(Junction/Inflow,cfs) Node35/2.42E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at24.78hours(Junction/Inflow,cfs) Node35/2.38E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at24.83hours(Junction/Inflow,cfs) Node35/2.33E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at24.94hours(Junction/Inflow,cfs) Node35/2.29E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at25.00hours(Junction/Inflow,cfs) Node35/2.25E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at25.08hours(Junction/Inflow,cfs) Node35/2.20E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at25.19hours(Junction/Inflow,cfs) Node35/2.16E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at25.28hours(Junction/Inflow,cfs) Node35/2.12E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at25.33hours(Junction/Inflow,cfs) Page68 Coupland_Exist10yr.out Node35/2.08E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at25.44hours(Junction/Inflow,cfs) Node35/2.04E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at25.53hours(Junction/Inflow,cfs) Node35/2.01E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at25.58hours(Junction/Inflow,cfs) Node35/1.97E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at25.69hours(Junction/Inflow,cfs) Node35/1.93E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at25.78hours(Junction/Inflow,cfs) Node35/1.90E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at25.83hours(Junction/Inflow,cfs) Node35/1.86E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at25.94hours(Junction/Inflow,cfs) Node35/1.82E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at26.00hours(Junction/Inflow,cfs) Node35/1.79E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at26.08hours(Junction/Inflow,cfs) Node35/1.76E+02 ######################################## Page69 Coupland_Exist10yr.out ######################################## ===>Systeminflows(datagroupK3)at26.19hours(Junction/Inflow,cfs) Node35/1.72E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at26.25hours(Junction/Inflow,cfs) Node35/1.69E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at26.33hours(Junction/Inflow,cfs) Node35/1.66E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at26.44hours(Junction/Inflow,cfs) Node35/1.63E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at26.53hours(Junction/Inflow,cfs) Node35/1.60E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at26.58hours(Junction/Inflow,cfs) Node35/1.57E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at26.69hours(Junction/Inflow,cfs) Node35/1.54E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at26.78hours(Junction/Inflow,cfs) Node35/1.51E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at26.83hours(Junction/Inflow,cfs) Node35/1.48E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at26.94hours(Junction/Inflow,cfs) Page70 Coupland_Exist10yr.out Node35/1.45E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at27.03hours(Junction/Inflow,cfs) Node35/1.43E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at27.08hours(Junction/Inflow,cfs) Node35/1.40E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at27.19hours(Junction/Inflow,cfs) Node35/1.37E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at27.28hours(Junction/Inflow,cfs) Node35/1.35E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at27.33hours(Junction/Inflow,cfs) Node35/1.32E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at27.44hours(Junction/Inflow,cfs) Node35/1.30E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at27.53hours(Junction/Inflow,cfs) Node35/1.27E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at27.58hours(Junction/Inflow,cfs) Node35/1.25E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at27.69hours(Junction/Inflow,cfs) Node35/1.22E+02 ######################################## ######################################## Page71 Coupland_Exist10yr.out ===>Systeminflows(datagroupK3)at27.78hours(Junction/Inflow,cfs) Node35/1.20E+02 ######################################## Cycle1000Time27Hrs46.67Min Junction/Depth/Elevation===>"*"JunctionisSurcharged. Node13/0.43/23.17Node14/0.47/23.17 Node15/0.74/21.94 Node16/0.78/21.94Node17/0.73/21.04 Node19/1.39/20.82 Node20/1.18/20.81Node21/1.12/20.81 Node22/1.00/20.80 Node23/1.31/20.76Node24/0.89/20.76 Node25/0.46/20.03 Node26/0.32/19.17Node27/0.73/18.95 Node28/3.06/14.53 Node31/3.13/14.61Node33/2.90/14.36 Node35/3.15/14.64 Node36/5.12/14.14Node37/5.57/14.03 Node41/5.57/14.03 Node18.1.1/6.05/21.04Node34.1.1/6.86/23.18 Node39/0.10/23.25 Conduit/FLOW===>"*"Conduitusesthenormalflowoption. Link14/0.10*Link16/0.10* Link18/0.18*Link20/0.35 Link22/0.39Link24/0.43 Link26/0.43Link31/122.35 Link33/123.72Link34/0.10 Link36/125.61Link37/130.25 Link42.1.1/132.89Link41/0.02* Link48/121.81227.1/0.10 231.1/0.10235.1/0.11 239.1/0.33243.1/0.36 247.1/0.41251.1/0.43 255.1/0.43W14/0.00 W15/0.00W17/0.00 W20/0.00W21/0.00 W24/0.00W25/0.00 W27/0.00FREE#1/132.88 ######################################## ===>Systeminflows(datagroupK3)at27.83hours(Junction/Inflow,cfs) Node35/1.18E+02 ######################################## ######################################## Page72 Coupland_Exist10yr.out ===>Systeminflows(datagroupK3)at27.94hours(Junction/Inflow,cfs) Node35/1.16E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at28.03hours(Junction/Inflow,cfs) Node35/1.14E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at28.08hours(Junction/Inflow,cfs) Node35/1.11E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at28.19hours(Junction/Inflow,cfs) Node35/1.09E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at28.28hours(Junction/Inflow,cfs) Node35/1.07E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at28.33hours(Junction/Inflow,cfs) Node35/1.05E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at28.44hours(Junction/Inflow,cfs) Node35/1.03E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at28.53hours(Junction/Inflow,cfs) Node35/1.01E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at28.58hours(Junction/Inflow,cfs) Node35/9.95E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at28.69hours(Junction/Inflow,cfs) Node35/9.76E+01 Page73 Coupland_Exist10yr.out ######################################## ######################################## ===>Systeminflows(datagroupK3)at28.78hours(Junction/Inflow,cfs) Node35/9.58E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at28.83hours(Junction/Inflow,cfs) Node35/9.40E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at28.94hours(Junction/Inflow,cfs) Node35/9.22E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at29.03hours(Junction/Inflow,cfs) Node35/9.05E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at29.08hours(Junction/Inflow,cfs) Node35/8.88E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at29.19hours(Junction/Inflow,cfs) Node35/8.71E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at29.28hours(Junction/Inflow,cfs) Node35/8.55E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at29.33hours(Junction/Inflow,cfs) Node35/8.39E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at29.44hours(Junction/Inflow,cfs) Node35/8.23E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at29.53hours(Junction/Inflow,cfs) Page74 Coupland_Exist10yr.out Node35/8.07E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at29.58hours(Junction/Inflow,cfs) Node35/7.92E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at29.69hours(Junction/Inflow,cfs) Node35/7.77E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at29.78hours(Junction/Inflow,cfs) Node35/7.63E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at29.83hours(Junction/Inflow,cfs) Node35/7.48E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at29.94hours(Junction/Inflow,cfs) Node35/7.34E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at30.03hours(Junction/Inflow,cfs) Node35/7.20E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at30.08hours(Junction/Inflow,cfs) Node35/7.07E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at30.19hours(Junction/Inflow,cfs) Node35/6.94E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at30.28hours(Junction/Inflow,cfs) Node35/6.81E+01 ######################################## Page75 Coupland_Exist10yr.out ######################################## ===>Systeminflows(datagroupK3)at30.33hours(Junction/Inflow,cfs) Node35/6.68E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at30.44hours(Junction/Inflow,cfs) Node35/6.55E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at30.53hours(Junction/Inflow,cfs) Node35/6.43E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at30.58hours(Junction/Inflow,cfs) Node35/6.31E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at30.69hours(Junction/Inflow,cfs) Node35/6.19E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at30.78hours(Junction/Inflow,cfs) Node35/6.07E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at30.83hours(Junction/Inflow,cfs) Node35/5.96E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at30.94hours(Junction/Inflow,cfs) Node35/5.85E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at31.03hours(Junction/Inflow,cfs) Node35/5.74E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at31.08hours(Junction/Inflow,cfs) Page76 Coupland_Exist10yr.out Node35/5.63E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at31.19hours(Junction/Inflow,cfs) Node35/5.52E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at31.28hours(Junction/Inflow,cfs) Node35/5.42E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at31.33hours(Junction/Inflow,cfs) Node35/5.32E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at31.44hours(Junction/Inflow,cfs) Node35/5.22E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at31.53hours(Junction/Inflow,cfs) Node35/5.12E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at31.58hours(Junction/Inflow,cfs) Node35/5.02E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at31.69hours(Junction/Inflow,cfs) Node35/4.93E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at31.78hours(Junction/Inflow,cfs) Node35/4.84E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at31.83hours(Junction/Inflow,cfs) Node35/4.75E+01 ######################################## ######################################## Page77 Coupland_Exist10yr.out ===>Systeminflows(datagroupK3)at31.94hours(Junction/Inflow,cfs) Node35/4.66E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at32.03hours(Junction/Inflow,cfs) Node35/4.57E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at32.08hours(Junction/Inflow,cfs) Node35/4.48E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at32.19hours(Junction/Inflow,cfs) Node35/4.40E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at32.28hours(Junction/Inflow,cfs) Node35/4.32E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at32.33hours(Junction/Inflow,cfs) Node35/4.23E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at32.44hours(Junction/Inflow,cfs) Node35/4.15E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at32.53hours(Junction/Inflow,cfs) Node35/4.08E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at32.58hours(Junction/Inflow,cfs) Node35/4.00E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at32.69hours(Junction/Inflow,cfs) Node35/3.92E+01 Page78 Coupland_Exist10yr.out ######################################## ######################################## ===>Systeminflows(datagroupK3)at32.78hours(Junction/Inflow,cfs) Node35/3.85E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at32.83hours(Junction/Inflow,cfs) Node35/3.78E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at32.94hours(Junction/Inflow,cfs) Node35/3.71E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at33.03hours(Junction/Inflow,cfs) Node35/3.64E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at33.08hours(Junction/Inflow,cfs) Node35/3.57E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at33.19hours(Junction/Inflow,cfs) Node35/3.50E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at33.28hours(Junction/Inflow,cfs) Node35/3.43E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at33.33hours(Junction/Inflow,cfs) Node35/3.37E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at33.44hours(Junction/Inflow,cfs) Node35/3.31E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at33.53hours(Junction/Inflow,cfs) Page79 Coupland_Exist10yr.out Node35/3.24E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at33.58hours(Junction/Inflow,cfs) Node35/3.18E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at33.69hours(Junction/Inflow,cfs) Node35/3.12E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at33.78hours(Junction/Inflow,cfs) Node35/3.06E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at33.83hours(Junction/Inflow,cfs) Node35/3.01E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at33.94hours(Junction/Inflow,cfs) Node35/2.95E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at34.03hours(Junction/Inflow,cfs) Node35/2.89E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at34.08hours(Junction/Inflow,cfs) Node35/2.84E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at34.19hours(Junction/Inflow,cfs) Node35/2.78E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at34.28hours(Junction/Inflow,cfs) Node35/2.73E+01 ######################################## Page80 Coupland_Exist10yr.out ######################################## ===>Systeminflows(datagroupK3)at34.33hours(Junction/Inflow,cfs) Node35/2.68E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at34.44hours(Junction/Inflow,cfs) Node35/2.63E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at34.53hours(Junction/Inflow,cfs) Node35/2.58E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at34.58hours(Junction/Inflow,cfs) Node35/2.53E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at34.69hours(Junction/Inflow,cfs) Node35/2.48E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at34.78hours(Junction/Inflow,cfs) Node35/2.43E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at34.83hours(Junction/Inflow,cfs) Node35/2.39E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at34.94hours(Junction/Inflow,cfs) Node35/2.34E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at35.03hours(Junction/Inflow,cfs) Node35/2.30E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at35.08hours(Junction/Inflow,cfs) Page81 Coupland_Exist10yr.out Node35/2.25E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at35.19hours(Junction/Inflow,cfs) Node35/2.21E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at35.28hours(Junction/Inflow,cfs) Node35/2.17E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at35.33hours(Junction/Inflow,cfs) Node35/2.13E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at35.44hours(Junction/Inflow,cfs) Node35/2.09E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at35.53hours(Junction/Inflow,cfs) Node35/2.05E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at35.58hours(Junction/Inflow,cfs) Node35/2.01E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at35.69hours(Junction/Inflow,cfs) Node35/1.97E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at35.78hours(Junction/Inflow,cfs) Node35/1.93E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at35.83hours(Junction/Inflow,cfs) Node35/1.89E+01 ######################################## ######################################## Page82 Coupland_Exist10yr.out ===>Systeminflows(datagroupK3)at35.94hours(Junction/Inflow,cfs) Node35/1.86E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at36.03hours(Junction/Inflow,cfs) Node35/1.82E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at36.08hours(Junction/Inflow,cfs) Node35/1.78E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at36.19hours(Junction/Inflow,cfs) Node35/1.75E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at36.28hours(Junction/Inflow,cfs) Node35/1.72E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at36.33hours(Junction/Inflow,cfs) Node35/1.68E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at36.44hours(Junction/Inflow,cfs) Node35/1.65E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at36.53hours(Junction/Inflow,cfs) Node35/1.62E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at36.58hours(Junction/Inflow,cfs) Node35/1.58E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at36.69hours(Junction/Inflow,cfs) Node35/1.55E+01 Page83 Coupland_Exist10yr.out ######################################## ######################################## ===>Systeminflows(datagroupK3)at36.78hours(Junction/Inflow,cfs) Node35/1.52E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at36.83hours(Junction/Inflow,cfs) Node35/1.49E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at36.94hours(Junction/Inflow,cfs) Node35/1.46E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at37.03hours(Junction/Inflow,cfs) Node35/1.43E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at37.08hours(Junction/Inflow,cfs) Node35/1.40E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at37.19hours(Junction/Inflow,cfs) Node35/1.37E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at37.28hours(Junction/Inflow,cfs) Node35/1.34E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at37.33hours(Junction/Inflow,cfs) Node35/1.31E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at37.44hours(Junction/Inflow,cfs) Node35/1.29E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at37.53hours(Junction/Inflow,cfs) Page84 Coupland_Exist10yr.out Node35/1.26E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at37.58hours(Junction/Inflow,cfs) Node35/1.23E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at37.69hours(Junction/Inflow,cfs) Node35/1.21E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at37.78hours(Junction/Inflow,cfs) Node35/1.18E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at37.83hours(Junction/Inflow,cfs) Node35/1.16E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at37.94hours(Junction/Inflow,cfs) Node35/1.13E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at38.03hours(Junction/Inflow,cfs) Node35/1.11E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at38.08hours(Junction/Inflow,cfs) Node35/1.08E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at38.19hours(Junction/Inflow,cfs) Node35/1.06E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at38.28hours(Junction/Inflow,cfs) Node35/1.03E+01 ######################################## Page85 Coupland_Exist10yr.out ######################################## ===>Systeminflows(datagroupK3)at38.33hours(Junction/Inflow,cfs) Node35/1.01E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at38.44hours(Junction/Inflow,cfs) Node35/9.90E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at38.53hours(Junction/Inflow,cfs) Node35/9.60E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at38.58hours(Junction/Inflow,cfs) Node35/9.40E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at38.69hours(Junction/Inflow,cfs) Node35/9.20E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at38.78hours(Junction/Inflow,cfs) Node35/8.90E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at38.83hours(Junction/Inflow,cfs) Node35/8.70E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at38.94hours(Junction/Inflow,cfs) Node35/8.40E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at39.03hours(Junction/Inflow,cfs) Node35/8.20E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at39.08hours(Junction/Inflow,cfs) Page86 Coupland_Exist10yr.out Node35/7.90E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at39.19hours(Junction/Inflow,cfs) Node35/7.60E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at39.28hours(Junction/Inflow,cfs) Node35/7.30E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at39.33hours(Junction/Inflow,cfs) Node35/7.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at39.44hours(Junction/Inflow,cfs) Node35/6.50E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at39.53hours(Junction/Inflow,cfs) Node35/5.80E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at39.58hours(Junction/Inflow,cfs) Node35/5.10E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at39.69hours(Junction/Inflow,cfs) Node35/4.40E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at39.78hours(Junction/Inflow,cfs) Node35/4.10E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at39.83hours(Junction/Inflow,cfs) Node35/3.90E+00 ######################################## ######################################## Page87 Coupland_Exist10yr.out ===>Systeminflows(datagroupK3)at39.94hours(Junction/Inflow,cfs) Node35/3.60E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at40.03hours(Junction/Inflow,cfs) Node35/3.50E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at40.08hours(Junction/Inflow,cfs) Node35/3.30E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at40.19hours(Junction/Inflow,cfs) Node35/3.20E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at40.28hours(Junction/Inflow,cfs) Node35/3.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at40.33hours(Junction/Inflow,cfs) Node35/2.90E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at40.44hours(Junction/Inflow,cfs) Node35/2.80E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at40.53hours(Junction/Inflow,cfs) Node35/2.70E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at40.58hours(Junction/Inflow,cfs) Node35/2.60E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at40.69hours(Junction/Inflow,cfs) Node35/2.50E+00 Page88 Coupland_Exist10yr.out ######################################## ######################################## ===>Systeminflows(datagroupK3)at40.78hours(Junction/Inflow,cfs) Node35/2.40E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at40.83hours(Junction/Inflow,cfs) Node35/2.30E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at40.94hours(Junction/Inflow,cfs) Node35/2.20E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at41.03hours(Junction/Inflow,cfs) Node35/2.10E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at41.08hours(Junction/Inflow,cfs) Node35/2.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at41.19hours(Junction/Inflow,cfs) Node35/2.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at41.28hours(Junction/Inflow,cfs) Node35/1.90E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at41.33hours(Junction/Inflow,cfs) Node35/1.80E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at41.44hours(Junction/Inflow,cfs) Node35/1.80E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at41.53hours(Junction/Inflow,cfs) Page89 Coupland_Exist10yr.out Node35/1.70E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at41.58hours(Junction/Inflow,cfs) Node35/1.60E+00 ######################################## Cycle1500Time41Hrs40.00Min Junction/Depth/Elevation===>"*"JunctionisSurcharged. Node13/0.26/23.00Node14/0.30/23.00 Node15/0.60/21.80 Node16/0.64/21.80Node17/0.45/20.76 Node19/0.85/20.28 Node20/0.65/20.28Node21/0.59/20.28 Node22/0.48/20.28 Node23/0.81/20.26Node24/0.39/20.26 Node25/0.25/19.82 Node26/0.03/18.88Node27/0.59/18.81 Node28/0.38/11.85 Node31/0.44/11.92Node33/0.20/11.66 Node35/0.44/11.93 Node36/0.68/9.70Node37/0.94/9.40 Node41/0.93/9.39 Node18.1.1/5.77/20.76Node34.1.1/6.72/23.04 Node39/0.00/23.15 Conduit/FLOW===>"*"Conduitusesthenormalflowoption. Link14/0.00*Link16/0.00* Link18/0.00*Link20/0.00 Link22/0.01Link24/0.01 Link26/0.01*Link31/1.66 Link33/1.72Link34/0.00 Link36/1.75*Link37/1.99 Link42.1.1/2.20Link41/0.00* Link48/1.61227.1/0.00 231.1/0.00235.1/0.00 239.1/0.00243.1/0.00 247.1/0.01251.1/0.01 255.1/0.01W14/0.00 W15/0.00W17/0.00 W20/0.00W21/0.00 W24/0.00W25/0.00 W27/0.00FREE#1/2.20 ######################################## ===>Systeminflows(datagroupK3)at41.69hours(Junction/Inflow,cfs) Page90 Coupland_Exist10yr.out Node35/1.60E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at41.78hours(Junction/Inflow,cfs) Node35/1.50E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at41.83hours(Junction/Inflow,cfs) Node35/1.50E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at41.94hours(Junction/Inflow,cfs) Node35/1.40E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at42.03hours(Junction/Inflow,cfs) Node35/1.30E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at42.08hours(Junction/Inflow,cfs) Node35/1.30E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at42.19hours(Junction/Inflow,cfs) Node35/1.20E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at42.28hours(Junction/Inflow,cfs) Node35/1.20E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at42.33hours(Junction/Inflow,cfs) Node35/1.10E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at42.44hours(Junction/Inflow,cfs) Node35/1.10E+00 ######################################## Page91 Coupland_Exist10yr.out ######################################## ===>Systeminflows(datagroupK3)at42.53hours(Junction/Inflow,cfs) Node35/1.10E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at42.58hours(Junction/Inflow,cfs) Node35/1.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at42.69hours(Junction/Inflow,cfs) Node35/1.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at42.78hours(Junction/Inflow,cfs) Node35/9.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at42.83hours(Junction/Inflow,cfs) Node35/9.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at42.94hours(Junction/Inflow,cfs) Node35/9.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at43.03hours(Junction/Inflow,cfs) Node35/8.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at43.08hours(Junction/Inflow,cfs) Node35/8.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at43.19hours(Junction/Inflow,cfs) Node35/8.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at43.28hours(Junction/Inflow,cfs) Page92 Coupland_Exist10yr.out Node35/8.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at43.33hours(Junction/Inflow,cfs) Node35/7.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at43.44hours(Junction/Inflow,cfs) Node35/7.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at43.53hours(Junction/Inflow,cfs) Node35/7.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at43.58hours(Junction/Inflow,cfs) Node35/7.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at43.69hours(Junction/Inflow,cfs) Node35/6.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at43.78hours(Junction/Inflow,cfs) Node35/6.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at43.83hours(Junction/Inflow,cfs) Node35/6.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at43.94hours(Junction/Inflow,cfs) Node35/6.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at44.03hours(Junction/Inflow,cfs) Node35/5.00E01 ######################################## ######################################## Page93 Coupland_Exist10yr.out ===>Systeminflows(datagroupK3)at44.08hours(Junction/Inflow,cfs) Node35/5.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at44.19hours(Junction/Inflow,cfs) Node35/5.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at44.28hours(Junction/Inflow,cfs) Node35/5.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at44.33hours(Junction/Inflow,cfs) Node35/5.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at44.44hours(Junction/Inflow,cfs) Node35/4.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at44.53hours(Junction/Inflow,cfs) Node35/4.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at44.58hours(Junction/Inflow,cfs) Node35/4.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at44.69hours(Junction/Inflow,cfs) Node35/4.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at44.78hours(Junction/Inflow,cfs) Node35/4.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at44.83hours(Junction/Inflow,cfs) Node35/3.00E01 Page94 Coupland_Exist10yr.out ######################################## ######################################## ===>Systeminflows(datagroupK3)at44.94hours(Junction/Inflow,cfs) Node35/3.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at45.03hours(Junction/Inflow,cfs) Node35/3.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at45.08hours(Junction/Inflow,cfs) Node35/3.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at45.19hours(Junction/Inflow,cfs) Node35/3.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at45.28hours(Junction/Inflow,cfs) Node35/3.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at45.33hours(Junction/Inflow,cfs) Node35/3.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at45.44hours(Junction/Inflow,cfs) Node35/2.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at45.53hours(Junction/Inflow,cfs) Node35/2.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at45.58hours(Junction/Inflow,cfs) Node35/2.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at45.69hours(Junction/Inflow,cfs) Page95 Coupland_Exist10yr.out Node35/2.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at45.78hours(Junction/Inflow,cfs) Node35/2.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at45.83hours(Junction/Inflow,cfs) Node35/2.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at45.94hours(Junction/Inflow,cfs) Node35/2.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at46.03hours(Junction/Inflow,cfs) Node35/2.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at46.08hours(Junction/Inflow,cfs) Node35/1.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at46.19hours(Junction/Inflow,cfs) Node35/1.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at46.28hours(Junction/Inflow,cfs) Node35/1.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at46.33hours(Junction/Inflow,cfs) Node35/1.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at46.44hours(Junction/Inflow,cfs) Node35/1.00E01 ######################################## Page96 Coupland_Exist10yr.out ######################################## ===>Systeminflows(datagroupK3)at46.53hours(Junction/Inflow,cfs) Node35/1.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at46.58hours(Junction/Inflow,cfs) Node35/1.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at46.69hours(Junction/Inflow,cfs) Node35/1.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at46.78hours(Junction/Inflow,cfs) Node35/1.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at46.83hours(Junction/Inflow,cfs) Node35/1.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at46.94hours(Junction/Inflow,cfs) Node35/1.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at47.03hours(Junction/Inflow,cfs) Node35/0.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at47.08hours(Junction/Inflow,cfs) Node35/0.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at47.19hours(Junction/Inflow,cfs) Node35/0.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at47.28hours(Junction/Inflow,cfs) Page97 Coupland_Exist10yr.out Node35/0.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at47.33hours(Junction/Inflow,cfs) Node35/0.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at47.44hours(Junction/Inflow,cfs) Node35/0.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at47.53hours(Junction/Inflow,cfs) Node35/0.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at47.58hours(Junction/Inflow,cfs) Node35/0.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at47.69hours(Junction/Inflow,cfs) Node35/0.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at47.78hours(Junction/Inflow,cfs) Node35/0.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at47.83hours(Junction/Inflow,cfs) Node35/0.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at47.94hours(Junction/Inflow,cfs) Node35/0.00E+00 ######################################## *===================================================* |TableE5JunctionTimeLimitationSummary| |(0.10or0.25)*Depth*Area| |Timestep=| Page98 Coupland_Exist10yr.out |SumofFlow| *===================================================* |Thetimethisjunctionwasthelimitingjunction| |islistedinthethirdcolumn.| *===================================================* JunctionTime(.10)Time(.25)Time(sec) Node13106.77266.931400.0 Node14126.04315.100.0 Node1570.42176.051800.0 Node1664.78161.95200.0 Node1760.27150.671100.0 Node1954.77136.92300.0 Node2077.37193.410.0 Node2175.72189.310.0 Node2234.5686.41600.0 Node2331.0077.500.0 Node2476.21190.520.0 Node2530.4876.20100.0 Node2659.88149.7150100.0 Node2786.10215.240.0 Node2856.09140.22800.0 Node3183.13207.820.0 Node33103.91259.770.0 Node3549.96124.90113600.0 Node3673.58183.960.0 Node37125.30313.250.0 Node411000.001000.000.0 Node18.1.120.3550.87700.0 Node34.1.116.9242.312100.0 Node39157.96394.900.0 Thejunctionrequiringthesmallesttimestepwas...Node35 *==========================================================* |TableE5aConduitExplicitConditionSummary| |Courant=ConduitLength| |Timestep=| |Velocity+sqrt(g*depth)| || |ConduitImplicitConditionSummary| Page99 Coupland_Exist10yr.out |Courant=ConduitLength| |Timestep=| |Velocity| *==========================================================* |The3rdcolumnistheExplicittimesteptimesthe| |minimumcouranttimestepfactor| || |MinimumConduitTimeStepinsecondsinthe4thcolumn| |inthelist.Maximumpossibleis10*maximumtimestep| || |The5thcolumnisthemaximumchangeatanytimestep| |duringthesimulation.The6thcolumnisthewobble| |valuewhichisanindicatoroftheflowstability.| || |Youshouldusethissectiontofindthoseconduitsthat| |areslowingyourmodeldown.Usemodifyconduitsto| |alterthelengthoftheslowconduitstomakeyour| |simulationfaster,orchangetheconduitnameto| |"CHME?????"where?????areanycharacters,thiswill| |lengthentheconduitbasedonthemodeltimestep,| |notthevaluelistedinmodifyconduits.| *==========================================================* ConduitTime(exp)Expl*CminTime(imp)Time(min)MaxQchange WobbleTypeofSoln Link148.998.9923.1218.30.033 0.069NormalSoln Link163.063.0610.220.00.088 0.057NormalSoln Link1829.3829.38296.020.00.058 0.267NormalSoln Link2012.5312.53109.620.00.062 0.393NormalSoln Link2233.1533.15280.830.00.071 1.636NormalSoln Link2430.2630.26127.460.00.047 0.428NormalSoln Link263.903.909.240.00.054 0.092NormalSoln Link3113.4513.4585.940.00.639 0.078NormalSoln Link3312.7112.7172.710.00.453 0.061NormalSoln Link346.676.6733.330.00.028 0.086NormalSoln Link3632.8232.82211.070.00.472 Page100 Coupland_Exist10yr.out 0.006NormalSoln Link3746.9446.94447.180.00.370 0.020NormalSoln Link42.1.11.241.2412.702696.72.134 0.592NormalSoln Link4122.5122.51163.438.30.007 0.037NormalSoln Link482.542.5414.780.02.824 0.057NormalSoln 227.13.413.4116.510.00.008 1.525NormalSoln 231.12.882.8811.870.00.031 3.564NormalSoln 235.12.482.4814.460.00.070 1.475NormalSoln 239.11.621.623.9248.30.053 3.097NormalSoln 243.11.621.623.570.00.058 4.772NormalSoln 247.11.231.232.92108.30.039 1.789NormalSoln 251.12.192.194.140.00.050 4.360NormalSoln 255.15.945.9410.260.00.055 1.217NormalSoln Theconduitwiththesmallesttimesteplimitationwas..Link42.1.1 Theconduitwiththelargestwobblewas.................243.1 Theconduitwiththelargestflowchangeinany consecutivetimestep...................................Link48 Page101 Coupland_Exist10yr.out ************************************************ *EndoftimestepDOloopinRunoff* ************************************************ FinalDate(Mo/Day/Year)=1/2/2016 Totalnumberoftimesteps=2879 FinalJulianDate=2016002 Finaltimeofday=86340.seconds. Finaltimeofday=23.98hours. Finalrunningtime=47.9833hours. Finalrunningtime=1.9993days. **************************************************** *ExtrapolationSummaryforWatersheds* *Explainsthenumberoftimestepsanditerations* *usedinthesolutionofthesubcatchments.* *#Steps==>TotalNumberofExtrapolatedSteps* *#Calls==>TotalNumberofOVERLNDCalls* **************************************************** Subcatchment#Steps#CallsSubcatchment#Steps#Calls Subcatchment#Steps#Calls Node39#1169145638Node34.1.1#1170015667 Node17#1166295543 Node18.1.1#1169955665Node19#1173885796 ######################################################### #RainfallinputsummaryfromRunoffContinuityCheck# ######################################################### Totalrainfallreadforgage#1is7.7600in Totalrainfalldurationforgage#1is1440.00minutes ************************************************************ *TableR5.CONTINUITYCHECKFORSURFACEWATER* *Anycontinuityerrorcanbefixedbyloweringthe* *wetandtransitiontimestep.Thetransitiontime* *shouldnotbemuchgreaterthanthewettimestep.* ************************************************************ Page102 Coupland_Exist10yr.out Inchesover cubicfeetTotalBasin TotalPrecipitation(RainplusSnow)7.025299E+057.760 TotalInfiltration1.026656E+051.134 TotalEvaporation1.294903E+040.143 SurfaceRunofffromWatersheds5.869235E+056.483 TotalWaterremaininginSurfaceStorage0.000000E+000.000 InfiltrationoverthePerviousArea...1.026656E+052.644 Infiltration+Evaporation+ SurfaceRunoff+Snowremoval+ WaterremaininginSurfaceStorage+ WaterremaininginSnowCover.........7.025381E+057.760 TotalPrecipitation+InitialStorage.7.025299E+057.760 Theerrorincontinuityiscalculatedas *************************************** *Precipitation+InitialSnowCover* *Infiltration* *EvaporationSnowremoval* *SurfaceRunofffromWatersheds* *WaterinSurfaceStorage* *WaterremaininginSnowCover* ** *Precipitation+InitialSnowCover* *************************************** PercentContinuityError...............0.0012 **************************************************** *TableR6.ContinuityCheckforChannel/Pipes* *Youshouldhavezerocontinuityerror* *ifyouarenotusingrunoffhydraulics* **************************************************** Inches over cubicfeetTotal Basin InitialChannel/PipeStorage................0.000000E+000.000 FinalChannel/PipeStorage..................0.000000E+000.000 SurfaceRunofffromWatersheds..............5.869235E+056.483 GroundwaterSubsurfaceInfloworDiversion..0.000000E+000.000 EvaporationLossfromChannels..............0.000000E+000.000 GroundwaterFlowDivertedOutofNetwork....0.000000E+000.000 Channel/Pipe/InletOutflow..................5.869235E+056.483 InitialStorage+Inflow....................5.869235E+056.483 FinalStorage+Outflow+DivertedGW.......5.869235E+056.483 Page103 Coupland_Exist10yr.out ******************************************** *FinalStorage+Outflow+Evaporation* *WatershedRunoffGroundwaterInflow* *InitialChannel/PipeStorage* ** *FinalStorage+Outflow+Evaporation* ******************************************** PercentContinuityError....................0.0000 ################################################## #TableR9.SummaryStatisticsforSubcatchments# ################################################## Note:TotalRunoffDepthincludespervious&imperviousareas. PerviousandImperviousRunoffDepthisonlytherunofffromthosetwo areas. Forcatchmentsreceivingredirectedflow,thisflowwillonlybeshownif theflowisnot directeddirectlytotheoutlet.Flowthatisgettingredirectedisalso listedwith theoriginalsubcatchment. Subcatchment...........Node39#1Node34.1.1#1 Node17#1Node18.1.1#1Node19#1 Area(acres)...........2.270005.20000 0.360004.8700012.24000 PercentImpervious.....50.0000067.00000 67.0000067.0000050.00000 TotalRainfall(in)....7.760007.76000 7.760007.760007.76000 MaxIntensity(in/hr)..5.880005.88000 5.880005.880005.88000 PerviousArea TotalRunoffDepth(in)4.984225.08725 5.099965.087604.95659 PeakRunoffRate(cfs).2.398704.97647 0.362654.6670012.06413 TotalImperviousArea TotalRunoffDepth(in)7.599377.59539 7.599377.595507.59471 PeakRunoffRate(cfs).3.7490910.99744 0.7967110.3118819.17074 Page104 Coupland_Exist10yr.out ImperviousAreawithdepressionstorage TotalRunoffDepth(in)5.699535.69655 5.699535.696635.69603 PeakRunoffRate(cfs).2.811828.24808 0.597537.7339114.37806 ImperviousAreawithoutdepressionstorage TotalRunoffDepth(in)1.899841.89885 1.899841.898881.89868 PeakRunoffRate(cfs).0.937272.74936 0.199182.577974.79269 TotalArea TotalRunoffDepth(in)6.291806.76771 6.774566.767896.27565 PeakRunoffRate(cfs).6.0844115.97392 1.1593614.9788830.83203 RationalFormula PerviousTc.(mins)....0.000000.00000 0.000000.000000.00000 Perv.Intensity(in/hr)0.000000.00000 0.000000.000000.00000 PerviousC............0.000000.00000 0.000000.000000.00000 ImperviousTc.(mins)..0.000000.00000 0.000000.000000.00000 Imp.Intensity(in/hr).0.000000.00000 0.000000.000000.00000 ImperviousC..........0.000000.00000 0.000000.000000.00000 PartialArea(Ha)......0.000000.00000 0.000000.000000.00000 PartialAreaTc........0.000000.00000 0.000000.000000.00000 PartialAreaIntensity.0.000000.00000 0.000000.000000.00000 ===>Runoffsimulationendednormally. *==================================================* |TableE6.FinalModelCondition| |Thistableisusedforsteadystate| |flowcomparisonandistheinformation| Page105 Coupland_Exist10yr.out |savedtothehotrestartfile.| |FinalTime=48.028hours| *==================================================* Junction/Depth/Elevation===>"*"JunctionisSurcharged. Node13/0.26/23.00/Node14/0.30/23.00/ Node15/0.60/21.80/ Node16/0.64/21.80/Node17/0.44/20.75/ Node19/0.79/20.22/ Node20/0.59/20.22/Node21/0.53/20.22/ Node22/0.42/20.22/ Node23/0.76/20.21/Node24/0.34/20.21/ Node25/0.24/19.81/ Node26/0.01/18.86/Node27/0.58/18.80/ Node28/0.01/11.48/ Node31/0.00/11.48/Node33/0.00/11.46/ Node35/0.00/11.49/ Node36/0.01/9.03/Node37/0.01/8.47/ Node41/0.00/8.46/ Node18.1.1/5.76/20.75/Node34.1.1/6.72/23.04/ Node39/0.00/23.15/ Conduit/Flow===>"*"Conduitusesthenormalflowoption. Link14/0.00*/Link16/0.00*/ Link18/0.00*/ Link20/0.00/Link22/0.00/ Link24/0.00/ Link26/0.00*/Link31/0.00/ Link33/0.00/ Link34/0.00/Link36/0.00*/ Link37/0.00*/ Link42.1.1/0.00/Link41/0.00*/ Link48/0.00/ 227.1/0.00/231.1/0.00/ 235.1/0.00/ 239.1/0.00/243.1/0.00/ 247.1/0.00/ 251.1/0.00/255.1/0.00/ W14/0.00/ W15/0.00/W17/0.00/ W20/0.00/ W21/0.00/W24/0.00/ W25/0.00/ W27/0.00/FREE#1/0.00/ Conduit/Velocity Link14/0.00/Link16/0.00/ Link18/0.00/ Page106 Coupland_Exist10yr.out Link20/0.00/Link22/0.02/ Link24/0.07/ Link26/0.01/Link31/0.00/ Link33/0.01/ Link34/0.00/Link36/0.05/ Link37/0.04/ Link42.1.1/0.03/Link41/0.00/ Link48/0.00/ 227.1/0.00/231.1/0.00/ 235.1/0.00/ 239.1/0.00/243.1/0.01/ 247.1/0.00/ 251.1/0.28/255.1/0.58/ Conduit/Width Link14/0.17/Link16/0.04/ Link18/0.30/ Link20/0.86/Link22/0.58/ Link24/0.16/ Link26/0.39/Link31/0.09/ Link33/0.20/ Link34/0.44/Link36/0.06/ Link37/0.10/ Link42.1.1/0.10/Link41/0.44/ Link48/0.00/ 227.1/1.61/231.1/2.14/ 235.1/1.87/ 239.1/2.29/243.1/1.28/ 247.1/2.24/ 251.1/0.98/255.1/1.18/ Junction/EGL Node13/0.26/Node14/0.30/ Node15/0.60/ Node16/0.64/Node17/0.44/ Node19/0.79/ Node20/0.59/Node21/0.53/ Node22/0.42/ Node23/0.76/Node24/0.34/ Node25/0.24/ Node26/0.69/Node27/0.58/ Node28/4.81/ Node31/0.00/Node33/0.00/ Node35/0.00/ Node36/0.01/Node37/0.01/ Node41/0.00/ Node18.1.1/5.76/Node34.1.1/6.72/ Node39/0.00/ Page107 Coupland_Exist10yr.out Junction/Freeboard Node13/17.00/Node14/17.00/ Node15/18.20/ Node16/18.20/Node17/19.25/ Node19/19.78/ Node20/19.78/Node21/19.78/ Node22/19.78/ Node23/19.79/Node24/19.79/ Node25/20.19/ Node26/21.14/Node27/21.20/ Node28/28.52/ Node31/28.52/Node33/28.54/ Node35/28.51/ Node36/30.97/Node37/31.53/ Node41/31.54/ Node18.1.1/19.25/Node34.1.1/16.96/ Node39/16.85/ Junction/MaxVolume Node13/23.62/Node14/23.91/ Node15/41.50/ Node16/41.65/Node17/52.48/ Node19/62.90/ Node20/58.01/Node21/56.90/ Node22/51.39/ Node23/54.74/Node24/47.73/ Node25/44.55/ Node26/29.08/Node27/34.87/ Node28/110.49/ Node31/110.80/Node33/110.07/ Node35/110.77/ Node36/140.13/Node37/146.16/ Node41/146.14/ Node18.1.1/119.13/Node34.1.1/105.21/ Node39/19.99/ Junction/TotalFldng Node13/0.00/Node14/0.00/ Node15/0.00/ Node16/0.00/Node17/0.00/ Node19/0.00/ Node20/0.00/Node21/0.00/ Node22/0.00/ Node23/0.00/Node24/0.00/ Node25/0.00/ Node26/0.00/Node27/0.00/ Node28/0.00/ Page108 Coupland_Exist10yr.out Node31/0.00/Node33/0.00/ Node35/0.00/ Node36/0.00/Node37/0.00/ Node41/0.00/ Node18.1.1/0.00/Node34.1.1/0.00/ Node39/0.00/ Conduit/CrossSectionalArea Link14/0.03/Link16/0.00/ Link18/0.08/ Link20/0.15/Link22/0.06/ Link24/0.02/ Link26/0.11/Link31/0.04/ Link33/0.11/ Link34/0.17/Link36/0.03/ Link37/0.04/ Link42.1.1/0.06/Link41/0.17/ Link48/0.00/ 227.1/0.33/231.1/0.91/ 235.1/0.56/ 239.1/1.27/243.1/0.16/ 247.1/1.17/ 251.1/0.00/255.1/0.00/ Conduit/FinalVolume Link14/1.95/Link16/0.08/ Link18/19.42/ Link20/18.18/Link22/17.67/ Link24/5.34/ Link26/4.13/Link31/7.33/ Link33/20.40/ Link34/8.20/Link36/16.85/ Link37/33.22/ Link42.1.1/1.16/Link41/22.26/ Link48/0.08/ 227.1/10.93/231.1/34.34/ 235.1/18.63/ 239.1/42.14/243.1/5.28/ 247.1/28.11/ 251.1/0.23/255.1/0.31/ Conduit/HydraulicRadius Link14/0.01/Link16/0.00/ Link18/0.02/ Link20/0.06/Link22/0.03/ Link24/0.02/ Link26/0.03/Link31/0.00/ Link33/0.01/ Page109 Coupland_Exist10yr.out Link34/0.04/Link36/0.00/ Link37/0.00/ Link42.1.1/0.01/Link41/0.04/ Link48/0.00/ 227.1/0.19/231.1/0.36/ 235.1/0.26/ 239.1/0.43/243.1/0.11/ 247.1/0.41/ 251.1/0.01/255.1/0.01/ Conduit/Upstream/DownstreamElevation Link14/23.00/21.80Link16/21.80/20.75 Link18/20.75/20.22/ Link20/20.22/20.22Link22/20.21/20.22 Link24/20.21/19.81/ Link26/18.86/18.80Link31/11.48/11.48 Link33/11.48/11.46/ Link34/23.00/23.04Link36/11.46/9.03 Link37/9.03/8.47/ Link42.1.1/8.47/8.46Link41/23.15/23.04 Link48/11.49/11.48/ 227.1/23.00/23.00231.1/21.80/21.80 235.1/20.75/20.75/ 239.1/20.22/20.22243.1/20.22/20.22 247.1/20.21/20.21/ 251.1/19.81/19.54255.1/18.80/16.27 *=========================================================* |TableE7IterationSummary| *=========================================================* Totalnumberoftimestepssimulated............1728 Totalnumberofpassesinthesimulation........147759 Totalnumberoftimestepsduringsimulation....75445 Ratioofactual#oftimesteps/NTCYC.........43.660 Averagenumberofiterationspertimestep......1.958 Averagetimestepsize(seconds)................2.290 Smallesttimestepsize(seconds)................1.220 Largesttimestepsize(seconds)................100.000 AverageminimumConduitCouranttimestep(sec).3.544 Averageminimumimplicittimestep(sec)........2.309 Averageminimumjunctiontimestep(sec)........2.309 AverageCourantFactorTf.......................2.309 Numberoftimesomegareduced...................0 *=========================================================* Page110 Coupland_Exist10yr.out |TableE8JunctionTimeStepLimitationSummary| *=========================================================* |NotConvr=Numberoftimesthisjunctiondidnot| |convergeduringthesimulation.| |AvgConvr=Averagejunctioniterations.| |Converr=Meanconvergenceerror.| |OmegaCng=Changeofomegaduringiterations| |MaxItern=Maximumnumberofiterations| *=========================================================* JunctionNotConvrAvgConvrTotalIttOmegaCngMaxIternIttrn>10 Ittrn>25Ittrn>40 Node13923.1223564405011154 11521138 Node1401.551171090101 00 Node1501.401053840143 00 Node1601.53115334050014 1313 Node1701.73130857072165 11 Node1901.6712617206932 32 Node2001.9614759406610 22 Node2101.541158730329 10 Node2201.53115576080 00 Node2301.8914268307911 21 Node2401.871412940192 00 Node2501.351018930131 00 Node2601.67125881080 00 Node2762.511897020501422 371355 Node2843.142372230501420 370359 Node3102.922204470500180 173170 Node3301.67126177050 00 Node3502.621973190495153 Page111 Coupland_Exist10yr.out 144135 Node3601.70128398050 00 Node3703.59270500060 00 Node41138197.6514912016050172568 7235372241 Node18.1.101.6712609701875 00 Node34.1.1892.7320589105011095 10781059 Node3901.2191342050 00 Totalnumberofiterationsforalljunctions..18426406 Minimumnumberofpossibleiterations.........1810680 Efficiencyofthesimulation..................10.18 PoorEfficiency *==========================================================* |ExtranEfficiencyisanindicatoroftheefficiencyof| |thesimulation.Idealefficiencyisoneiterationper| |timestep.Alteringtheunderrelaxationparameter,| |loweringthetimestep,increasingtheflowandhead| |tolerancearegoodwaysofimprovingtheefficiency,| Page112 Coupland_Exist10yr.out |anotherisloweringtheinternaltimestep.Thelowerthe| |efficiencygenerallythefasteryourmodelwillrun.| |Ifyourefficiencyislessthan1.5thenyoumaytry| |increasingyourtimestepsothatyouroverallsimulation| |isfaster.Idealefficiencywouldbearound2.0| || |GoodEfficiency<1.5meaniterations| |ExcellentEfficiency<2.5and>1.5meaniterations| |GoodEfficiency<4.0and>2.5meaniterations| |FairEfficiency<7.5and>4.0meaniterations| |PoorEfficiency>7.5meaniterations| *==========================================================* *======================================================* |TableE9JUNCTIONSUMMARYSTATISTICS| |TheMaximumareaisonlytheareaofthenode,it| |doesnotincludetheareaofthesurroundingconduits| *======================================================* UppermostMaximumTimeFeetof MaximumMaximumMaximumMaximum GroundPipeCrownJunctionofSurcharge FreeboardJunctionGutterGutterGutter JunctionElevationElevationElevationOccurenceatMaxof nodeAreaDepthWidthVelocity NamefeetfeetfeetHr.Min.Elevation feetft^2feetfeetft/s Node1340.0027.8624.6216270.00 15.3812.56600.000.000.00 Node1440.0027.8224.6016270.00 15.4012.56600.000.000.00 Node1540.0026.3224.5016280.00 15.5012.56600.000.000.00 Node1640.0026.6224.4716280.00 15.5312.56600.000.000.00 Node1740.0025.5124.4916280.00 15.5112.56600.000.000.00 Node1940.0024.5224.4416290.00 15.5612.56600.000.000.00 Node2040.0025.1724.2516320.00 15.7512.56600.000.000.00 Node2140.0024.7124.2216320.00 15.7812.56600.000.000.00 Node2240.0025.5023.8916360.00 16.1112.56600.000.000.00 Page113 Coupland_Exist10yr.out Node2340.0025.5223.8116370.00 16.1912.56600.000.000.00 Node2440.0026.2823.6716370.00 16.3312.56600.000.000.00 Node2540.0025.9123.1216380.00 16.8812.56600.000.000.00 Node2640.0025.2421.1616510.00 18.8412.56600.000.000.00 Node2740.0024.6120.9916530.00 19.0112.56600.000.000.00 Node2840.0029.4420.2617150.00 19.7412.56600.000.000.00 Node3140.0027.8420.3017150.00 19.7012.56600.000.000.00 Node3340.0029.4320.2217150.00 19.7812.56600.000.000.00 Node3540.0027.8220.3117150.00 19.6912.56600.000.000.00 Node3640.0028.0520.1717160.00 19.8312.56600.000.000.00 Node3740.0028.4020.0917160.00 19.9112.56600.000.000.00 Node4140.0028.4020.0917160.00 19.9112.56600.000.000.00 Node18.1.140.0025.5724.4716280.00 15.5312.56600.000.000.00 Node34.1.140.0027.1024.6916260.00 15.3112.56600.000.000.00 Node3940.0027.9724.7416250.00 15.2612.56600.000.000.00 *======================================================* |TableE10CONDUITSUMMARYSTATISTICS| |Note:Thepeakflowmaybelessthanthedesignflow| |andtheconduitmaystillsurchargebecauseofthe| |downstreamboundaryconditions.| || |*denotesanopenconduitthathasbeenovertopped| |thisisapotentialsourceofsevereerrors| *======================================================* ConduitMaximumMaximumTimeMaximum TimeRatioofMaximumWaterRatio DesignDesignVerticalComputedofComputed ofMax.toElevatPipeEndsd/D ConduitFlowVelocityDepthFlowOccurenceVelocity OccurenceDesignUpstreamDwnstrmUSDS Name(cfs)(ft/s)(in)(cfs)Hr.Min.(ft/s)Hr. Page114 Coupland_Exist10yr.out Min.Flow(ft)(ft) Link14596.74837.626257.840020.338216222.9570 1690.034124.602524.50260.3320.623 Link16887.901911.347057.840019.736816252.2402 15460.022224.474624.48670.5550.788 Link18264.74153.383357.840033.696216260.8224 16580.127324.470624.43560.7720.982 Link20316.72763.692560.240061.679716261.0721 16230.194724.246124.21810.8160.902 Link2272.59770.564664.200059.063716301.0056 16210.813623.889323.80620.6950.683 Link24267.18702.367673.320057.199716362.2046 16220.214123.668723.11510.5730.543 Link261249.14610.084476.680056.973016384.2028 16260.045621.163920.99480.3620.434 Link3122103.960.7876196.3200805.34291712.3242 16200.036420.297720.26270.5390.537 Link3329068.210.9626215.6400850.003016552.6505 16200.029220.262720.21910.4890.487 Link34500.43806.395457.840021.140016191.4810 16130.042224.692624.61970.3430.485 Link36284979.09.2782215.6400843.17071712.3665 16190.003020.219120.17180.4870.621 Link3782357.802.9857228.3600838.345517141.6672 16530.010220.171820.09170.5860.611 Link42.1.111938.340.0000239.2800837.762417161.5763 17150.070220.091720.08980.5830.583 Link41325.15044.155357.84005.863516220.8172 16130.018024.740824.69260.3300.501 Link4846955.911.7426195.9600807.51831702.5891 16200.017220.305220.29770.5400.540 227.112.31122.508030.00007.825216232.0201 16180.635624.619724.60250.7520.761 231.111.60382.363930.000016.876816163.3114 16161.454424.502624.47461.3211.326 235.126.59945.418830.000012.12151692.4566 1690.455724.486724.47061.6151.664 239.132.61146.643530.000041.836016158.4799 16151.282924.435624.24611.8901.926 243.121.24734.328530.000046.447216199.4298 16192.186024.218123.88931.6271.544 247.154.305811.063130.000040.456116218.2133 16210.745023.806223.66871.5741.687 251.126.15195.327630.000057.0057163811.6173 16382.179823.115121.90301.3260.945 255.195.046013.446336.000056.8378163812.1444 Page115 Coupland_Exist10yr.out 16250.598020.994820.26270.7321.331 W14UndefndUndefndUndefnd13.11411622 W15UndefndUndefndUndefnd9.88721626 W17UndefndUndefndUndefnd11.63781625 W20UndefndUndefndUndefnd33.96631628 W21UndefndUndefndUndefnd23.38311632 W24UndefndUndefndUndefnd25.96541636 W25UndefndUndefndUndefnd0.000000 W27UndefndUndefndUndefnd0.000000 FREE#1UndefndUndefndUndefnd837.73801716 *==================================================* |TableE11.Areaassumptionsusedintheanalysis| |SubcriticalandCriticalflowassumptionsfrom| |SubroutineHead.SeeFigure171inthe| |manualforfurtherinformation.| *==================================================* DurationDurationDurat.ofDurat.of ofofSubUpstreamDownstreamMaximum MaximumMaximum ConduitDryCriticalCriticalCriticalHydraulic XSectVel*D NameFlow(min)Flow(min)Flow(min)Flow(min)Radiusm Area(ft^2)(ft^2/s) Link14197.192673.970.008.840.792 16.3735.144 Link1697.832782.170.000.001.266 33.0562.851 Link1867.192812.810.000.001.652 59.2552.987 Link2062.562817.440.000.002.005 63.6914.550 Link2283.702754.9441.370.001.736 61.9013.502 Link24123.841296.600.001459.561.486 26.5517.015 Link26125.512754.490.000.001.082 18.3539.420 Link3170.002810.000.000.005.093 441.92616.457 Link3370.732809.270.000.005.149 404.63818.841 Link34272.641830.60776.760.001.069 11.7582.702 Page116 Coupland_Exist10yr.out Link3671.152808.850.000.005.247 499.76620.036 Link3771.152808.850.000.006.013 521.39418.883 Link42.1.171.352808.650.000.006.245 531.44218.331 Link418.332822.740.0048.930.784 11.8221.480 Link4887.052792.950.000.005.164 407.79718.125 227.176.742803.260.000.000.754 3.9833.734 231.186.882793.120.000.000.761 5.1469.512 235.161.892818.110.000.000.760 5.1317.546 239.125.832851.063.110.000.758 5.07935.506 243.177.882794.647.480.000.760 5.10134.021 247.1113.412766.590.000.000.756 5.03329.882 251.1125.450.000.002754.550.760 4.93332.981 255.1129.69443.930.002306.380.884 6.35328.353 *===========================================* |TableE12.MeanConduitFlowInformation| *===========================================* MeanTotalMeanLowMean MeanMeanMean ConduitFlowFlowPercentFlowFroude HydraulicCrossConduit Name(cfs)(ft^3)ChangeWeightngNumber RadiusAreaRoughness Link141.037179251.4830.0000.9720.320 0.1810.8360.040 Link161.037179169.8660.0000.9910.364 0.2001.5770.040 Link181.781307748.7900.0000.9960.080 0.4024.6920.040 Link203.395586687.0330.0000.9960.052 0.5878.0000.040 Link223.397586973.5020.0000.9930.058 0.5268.4350.040 Page117 Coupland_Exist10yr.out Link243.399587285.9560.0000.9860.211 0.4353.4080.040 Link263.400587470.2540.0000.9850.312 0.3042.0010.040 Link31129.97222459184.9510.0000.9950.128 2.054123.4130.032 Link33133.41323053819.4820.0000.9950.199 1.940107.2050.032 Link341.038179411.6720.0000.9580.065 0.4253.2470.040 Link36133.49823068443.3480.0000.9950.220 1.943111.8470.032 Link37133.73323109063.7990.0000.9950.091 2.565150.5840.032 Link42.1.1133.76923115232.4150.0020.9950.073 2.785166.8850.032 Link410.30051891.0010.0001.0000.073 0.1870.9520.040 Link48129.96622458156.9230.0000.9920.153 1.993109.8800.032 227.10.691119325.7350.0000.9940.125 0.3480.9990.015 231.10.938162160.7080.0000.9930.080 0.4791.7280.015 235.10.890153738.8020.0000.9960.050 0.5112.1570.013 239.12.965512340.4940.0001.0000.107 0.6413.3800.015 243.13.161546251.8600.0000.9940.164 0.5022.2170.015 247.13.114538070.8850.0000.9880.127 0.6253.1630.013 251.13.400587461.5710.0000.9850.831 0.2770.9490.015 255.13.399587303.6360.0000.9851.682 0.2260.7930.013 W140.34860136.736 W150.09917074.417 W170.19834222.643 W200.43174416.152 W210.23540612.645 W240.28449123.793 W250.0000.000 W270.0000.000 FREE#1133.76023113649.540 *===============================================================* |TableE13.Channellosses(H),headwaterdepth(HW),tailwater| Page118 Coupland_Exist10yr.out |depth(TW),criticalandnormaldepth(YcandYn).| |Usethissectionforculvertcomparisons| *===============================================================* ConduitMaximumHeadFrictionCriticalNormalHW TW NameFlowLossLossDepthDepthElevat Elevat Link1420.3240.0000.3361.2491.32324.586 24.467MaxFlow Link1619.7080.0000.0081.2341.12524.470 24.482MaxFlow Link1833.6880.0000.0451.5352.17524.466 24.430MaxFlow Link2061.6790.0000.0381.7602.53824.219 24.188MaxFlow Link220.0010.0000.0070.0010.01720.208 20.218MaxFlow Link2457.1780.0000.5072.1033.69123.668 23.109MaxFlow Link2656.9610.0000.3941.9162.09421.102 20.817MaxFlow Link31805.1830.0000.0363.35612.06020.233 20.196MaxFlow Link33849.8450.0000.0483.88612.44220.099 20.049MaxFlow Link340.0000.0000.0000.0000.00023.000 23.040MaxFlow Link36843.1580.0000.1043.8724.63520.150 20.100MaxFlow Link37838.3420.0000.0874.6417.78420.171 20.090MaxFlow Link42.1.1837.6730.0000.0024.47011.62920.092 20.090MaxFlow Link415.8580.0000.0710.7611.03724.724 24.669MaxFlow Link48807.5180.0000.0083.8088.35120.223 20.214MaxFlow 227.17.8230.0000.0200.9281.44724.604 24.586MaxFlow 231.116.0500.0000.0701.3522.50024.094 24.023MaxFlow 235.10.0010.0000.0000.0010.00220.751 20.751MaxFlow 239.10.0000.0000.0000.0000.00020.218 20.218MaxFlow Page119 Coupland_Exist10yr.out 243.10.0010.0000.0000.0010.00220.218 20.218MaxFlow 247.10.0010.0000.0000.0010.00120.208 20.208MaxFlow 251.157.0040.0001.2122.3632.50023.115 21.903MaxFlow 255.156.8030.0001.3432.4401.67120.817 19.471MaxFlow *==========================================================* |TableE13a.CULVERTANALYSISCLASSIFICATION,| |andthetimetheculvertwasinaparticular| |classificationduringthesimulation.Thetimeis| |inminutes.TheDynamicWaveEquationisusedfor| |allconduitanalysisbuttheculvertflowclassification| |conditionisbasedontheHWandTWdepths.| *==========================================================* MildMildSteepMildMild SlopeSlopeTWSlopeTWSlugFlowSlopeSlope CriticalDControlInsignfOutlet/TW>DTW<=D ConduitOutletOutletEntranceEntranceOutletOutlet OutletInletInlet NameControlControlControlControlControlControl ControlControlConfiguration Link141.6672678.333200.0000.0000.0000.000 0.0000.000None Link160.0001425.0001003.333185.0000.0000.000 266.6670.000None Link180.0002813.33366.6670.0000.0000.000 0.0000.000None Link200.0002818.33361.6670.0000.0000.000 0.0000.000None Link220.0002796.66783.3330.0000.0000.000 0.0000.000None Link24831.6671925.000123.3330.0000.0000.000 0.0000.000None Link260.0002755.000125.0000.0000.0000.000 0.0000.000None Link310.0002810.00070.0000.0000.0000.000 0.0000.000None Link330.0002810.00070.0000.0000.0000.000 0.0000.000None Link340.0002588.33376.667215.0000.0000.000 0.0000.000None Page120 Coupland_Exist10yr.out Link360.0002810.00070.0000.0000.0000.000 0.0000.000None Link370.0002810.00070.0000.0000.0000.000 0.0000.000None Link42.1.10.0002810.0000.00070.0000.0000.000 0.0000.000None Link4130.0002841.6678.3330.0000.0000.000 0.0000.000None Link480.0002791.66788.3330.0000.0000.000 0.0000.000None 227.10.0002803.33376.6670.0000.0000.000 0.0000.000None 231.10.0002715.00086.6670.00078.3330.000 0.0000.000None 235.10.0002565.00061.667136.66741.66775.000 0.0000.000None 239.10.0000.00025.0002640.00045.000170.000 0.0000.000None 243.10.0002666.66776.6670.000136.6670.000 0.0000.000None 247.10.0000.000113.3332631.6670.000135.000 0.0000.000None 251.11070.0001685.000125.0000.0000.0000.000 0.0000.000None 255.10.0000.0002671.6670.0000.0000.000 208.3330.000None *=====================================* |KinematicWaveApproximations| |TimeinMinutesforEachCondition| *=====================================* ConduitDurationofSlopeSuperRoll NameNormalFlowCriteriaCriticalWaves Link142697.382783.330.140.00 Link162587.582782.170.000.00 Link181355.182812.920.000.00 Link209.922813.440.220.00 Link220.000.000.000.00 Link240.000.000.000.00 Link261188.822752.690.130.00 Link310.2255.220.000.00 Link330.000.000.000.00 Link340.000.000.000.00 Link361183.182807.781.310.00 Link3739.242627.500.000.00 Link42.1.11.921.920.000.00 Page121 Coupland_Exist10yr.out Link411597.152835.0012.500.00 Link481.90570.960.000.00 227.10.002609.250.450.00 231.10.062778.341.010.00 235.10.00201.410.000.00 239.10.003.820.000.00 243.10.000.000.000.00 247.10.000.000.000.00 251.10.000.0053.650.00 255.1180.82443.912590.260.00 *========================================================* |TableE14NaturalChannelOverbankFlowInformation| *========================================================* <MaximumVelocity><MaximumFlow> <MaximumArea><Max.StorageVolume> ConduitLeftCenterRightLeftCenterRight LeftCenterRightLeftCenterRightMaximum NameVelocityVelocityVelocityFlowFlowFlow AreaAreaAreaAreaAreaAreaDepth Link140.0001.2440.0000.00020.3380.000 0.00016.3480.0000.0001117.5220.00016.373 Link160.2300.6200.0000.43819.2990.000 1.91031.1380.00043.634711.4950.00031.146 Link180.3540.6020.3892.46630.7710.459 6.96851.0971.1831694.10312423.108287.50451.097 Link200.5731.0230.6193.93257.1690.579 6.86655.8630.934806.7956564.464109.78355.863 Link220.3040.9740.0390.54458.5200.000 1.78760.0970.000504.65416971.4240.03560.099 Link240.0002.1550.0000.00057.2000.000 0.00026.5420.0000.0007435.2730.00026.551 Link260.0003.1050.0000.00056.9730.000 0.00018.3470.0000.000712.6070.00018.353 Link310.0001.7940.3350.000792.20013.143 0.000441.53339.2050.00088165.2907118.144441.926 Link330.0002.0270.4450.000819.72430.279 0.000404.39768.1090.00077911.03213112.312404.638 Link340.0001.8030.0000.00021.1400.000 0.00011.7270.0000.000577.5480.00011.758 Link360.0001.6880.0000.000843.1710.000 0.000499.6030.0000.000249516.4960.000499.766 Link370.0001.6080.0000.000838.3450.000 0.000521.3560.0000.000388639.2910.000521.394 Link42.1.10.0001.5780.0000.000837.7620.000 Page122 Coupland_Exist10yr.out 0.000531.0380.0000.00010626.0750.000531.442 Link410.0000.4970.0000.0005.8630.000 0.00011.7910.0000.0001574.6490.00011.822 Link480.0911.9590.3170.036798.1139.370 0.393407.49529.60215.02515590.7411132.560407.797 *========================================================* |TableE14aNaturalChannelEncroachmentInformation| *========================================================* <ExistingConveyanceCondition>< EncroachmentConveyanceCondition><%Volume><EncroachmentData> ConduitLeftCentreRightTotalLeftRightLeft CentreRightTotalLeftRightReductionDepth NameBankChannelBankStationStationBank ChannelBankStationStationLeftRightIncr.Method Link140.0000641.250.0000641.256.816321.1010.0000641.25 0.0000641.256.816321.1010.00000.00000.0000None Link1635.6421569.40.00001605.10.000023.71835.6421569.4 0.00001605.10.000023.7180.00000.00000.0000None Link18274.703428.051.1853753.90.000029.053274.703428.0 51.1853753.90.000029.0530.00000.00000.0000None Link20273.583977.240.2574291.00.000028.204273.583977.2 40.2574291.00.000028.2040.00000.00000.0000None Link2232.3183477.4.0002853509.70.000035.03332.3183477.4 .0002853509.70.000035.0330.00000.00000.0000None Link240.00001267.50.00001267.511.23328.0700.00001267.5 0.00001267.511.23328.0700.00000.00000.0000None Link260.0000755.070.0000755.077.231522.0930.0000755.07 0.0000755.077.231522.0930.00000.00000.0000None Link310.000060653.11006.361659.34740.55178.90.000060653.1 Page123 Coupland_Exist10yr.out 1006.361659.34740.55178.90.00000.00000.0000None Link330.000055946.42066.658013.03462.73740.70.000055946.4 2066.658013.03462.73740.70.00000.00000.0000None Link340.0000416.440.0000416.448.175520.0430.0000416.44 0.0000416.448.175520.0430.00000.00000.0000None Link360.000075077.00.000075077.03648.33731.40.000075077.0 0.000075077.03648.33731.40.00000.00000.0000None Link370.000081108.50.000081108.54998.65080.00.000081108.5 0.000081108.54998.65080.00.00000.00000.0000None Link42.1.10.000083632.30.000083632.34956.75037.70.000083632.3 0.000083632.34956.75037.70.00000.00000.0000None Link410.0000419.380.0000419.388.154820.0590.0000419.38 0.0000419.388.154820.0590.00000.00000.0000None Link482.530756545.9663.8657212.34685.85160.72.530756545.9 663.8657212.34685.85160.70.00000.00000.0000None *==================================* |TableE14bFloodplainMapping| *==================================* ConduitUpstreamDownstreamChannelCenter<LeftOffsets ><RightOffsets><ChannelWidths> NameWSElev.WSElev.LengthStationNaturalEncroach BankNaturalEncroachBankTotalEncroach. Link1424.602524.502668.360015.00008.18378.1837 10.00006.10116.101110.000014.284714.2847 Link1624.474624.486722.850015.000015.000015.0000 Page124 Coupland_Exist10yr.out 10.00008.71838.718310.000023.718323.7183 Link1824.470624.4356243.130015.000015.000015.0000 10.000014.052614.052610.000029.052629.0526 Link2024.246124.2181117.510015.000015.000015.0000 10.000013.204113.204110.000028.204128.2041 Link2223.806223.8893282.400025.000025.000025.0000 20.000010.033110.033110.000035.033135.0331 Link2423.668723.1151280.130020.00008.76688.7668 10.00008.06998.069910.000016.836716.8367 Link2621.163920.994838.840015.35008.11858.1185 9.72006.74296.742910.070014.861414.8614 Link3120.297720.2627199.68004765.970025.504325.5043 106.3600412.9322412.932269.3100438.4365438.4365 Link3320.262720.2191192.66003498.920036.176936.1769 70.7100241.7582241.758248.4200277.9351277.9351 Link3424.619724.692649.250015.00006.82456.8245 10.00005.04315.043110.000011.867611.8676 Link3620.219120.1718499.43003687.590039.281939.2819 94.860043.764843.764853.460083.046783.0467 Link3720.171820.0917745.44005037.420038.786338.7863 110.900042.592442.592478.440081.378881.3788 Link42.1.120.091720.089820.01004995.780039.110039.1100 118.310041.915741.915764.840081.025781.0257 Link4124.740824.6926133.550015.00006.84526.8452 Page125 Coupland_Exist10yr.out 10.00005.05915.059110.000011.904311.9043 Link4820.305220.297738.26004722.100036.282336.2823 66.5800438.6488438.648848.4200474.9311474.9311 *=========================================================* |TableE15SPREADSHEETINFOLIST| |ConduitFlowandJunctionDepthInformationforusein| |spreadsheets.Themaximumvaluesinthistablearethe| |truemaximumvaluesbecausetheysampleeverytimestep.| |Thevaluesinthereviewresultsmayonlybethe| |maximumofasubsetofallthetimestepsintherun.| |Note:Theseflowsareonlytheflowsinasinglebarrel.| *=========================================================* ConduitMaximumTotalMaximumMaximum## JunctionInvertMaximum NameFlowFlowVelocityVolume## NameElevationElevation (cfs)(ft^3)(ft/s)(ft^3)## (ft)(ft) ## Link1420.33825179251.483212.956971117.52244## Node1322.7400024.61975 Link1619.73680179169.866012.24019755.12924## Node1422.7000024.60246 Link1833.69619307748.789910.8223514404.71596## Node1521.2000024.50257 Link2061.67969586687.032521.072147481.04226## Node1621.1600024.47458 Link2259.06372586973.501611.0056317476.11249## Node1720.3100024.48670 Link2457.19974587285.956152.204657435.27302## Node1919.4300024.43559 Link2656.97304587470.254444.20281712.60705## Node2019.6300024.24608 Link31805.3429322459184.951012.3241695283.43446## Node2119.6900024.21812 Link33850.0029523053819.481852.6505291023.34428## Node2219.8000023.88930 Link3421.13999179411.672091.48097577.54787## Node2319.4500023.80615 Link36843.1707323068443.347932.36648249516.49637## Node2419.8700023.66870 Page126 Coupland_Exist10yr.out Link37838.3454723109063.799461.66716388639.29053## Node2519.5700023.11514 Link42.1.1837.7624323115232.415501.5763010626.07450## Node2618.8500021.16391 Link415.8634651891.001300.817171574.64937## Node2718.2200020.99485 Link48807.5183022458156.922952.5891116738.32614## Node2811.4700020.26271 227.17.82523119325.735292.02011132.80811## Node3111.4800020.29765 231.116.87677162160.708473.31141193.17887## Node3311.4600020.21910 235.112.12152153738.801722.45662171.28494## Node3511.4900020.30522 239.141.83605512340.493718.47994171.20539## Node369.0200020.17175 243.146.44716546251.859679.42983172.84117## Node378.4600020.09173 247.140.45612538070.885178.21328123.07137## Node418.4600020.08983 251.157.00574587461.5705711.61730236.88797## Node18.1.114.9900024.47065 255.156.83776587303.6363912.14439820.03345## Node34.1.116.3200024.69263 W1413.1141360136.736110.000000.00000## Node3923.1500024.74084 W159.8871917074.417130.000000.00000## W1711.6378034222.642940.000000.00000## W2033.9662974416.152170.000000.00000## W2123.3831440612.645100.000000.00000## W2425.9654149123.793100.000000.00000## W250.000000.000000.000000.00000## W270.000000.000000.000000.00000## FREE#1837.7379923113649.540330.000000.00000## *====================================================* |TableE15aSPREADSHEETREACHLIST| |PeakflowandTotalFlowlistedbyReachorthose| |conduitsordiversionshavingthesame| |upstreamanddownstreamnodes.| *====================================================* UpstreamDownstreamMaximumTotal NodeNodeFlowFlow (cfs)(ft^3) Node14Node1520.3381.79251E+05 Node16Node1719.7371.79170E+05 Page127 Coupland_Exist10yr.out Node18.1.1Node1933.6963.07749E+05 Node20Node2161.6805.86687E+05 Node23Node2259.0645.86974E+05 Node24Node2557.2005.87286E+05 Node26Node2756.9735.87470E+05 Node31Node28805.342.24592E+07 Node28Node33850.002.30538E+07 Node13Node34.1.121.1401.79412E+05 Node33Node36843.172.30684E+07 Node36Node37838.352.31091E+07 Node37Node41837.762.31152E+07 Node39Node34.1.15.863551891. Node35Node31807.522.24582E+07 Node13Node147.82521.19326E+05 Node15Node1616.8771.62161E+05 Node18.1.1Node1712.1221.53739E+05 Node20Node1941.8365.12340E+05 Node22Node2146.4475.46252E+05 Node24Node2340.4565.38071E+05 Node25Node2657.0065.87462E+05 Node27Node2856.8385.87304E+05 Node13Node1413.11460137. Node15Node169.887217074. Node17Node18.1.111.63834223. Node19Node2033.96674416. Node21Node2223.38340613. Node23Node2425.96549124. ######################################################### #TableE16.NewConduitInformationSection# #ConduitInvert(IE)ElevationandConduit# #MaximumWaterSurface(WS)Elevations# ######################################################### ConduitNameUpstreamNodeDownstreamNodeIEUpIEDn WSUpWSDnConduitType Link14Node14Node1523.0021.50 24.6024.50Natural Link16Node16Node1721.8020.69 24.4724.49Natural Link18Node18.1.1Node1920.7519.70 24.4724.44Natural Link20Node20Node2120.1519.69 24.2524.22Natural Link22Node23Node2220.1720.15 23.8123.89Natural Page128 Coupland_Exist10yr.out Link24Node24Node2520.1719.80 23.6723.12Natural Link26Node26Node2718.8518.22 21.1620.99Natural Link31Node31Node2811.4811.47 20.3020.26Natural Link33Node28Node3311.4711.46 20.2620.22Natural Link34Node13Node34.1.123.0422.28 24.6224.69Natural Link36Node33Node3611.469.020 20.2220.17Natural Link37Node36Node379.0208.460 20.1720.09Natural Link42.1.1Node37Node418.4608.460 20.0920.09Natural Link41Node39Node34.1.123.1522.28 24.7424.69Natural Link48Node35Node3111.4911.48 20.3120.30Natural 227.1Node13Node1422.7422.70 24.6224.60Circular 231.1Node15Node1621.2021.16 24.5024.47Circular 235.1Node18.1.1Node1720.4520.31 24.4724.49Circular 239.1Node20Node1919.7119.43 24.2524.44Circular 243.1Node22Node2120.1520.03 23.8924.22Circular 247.1Node24Node2319.8719.45 23.6723.81Circular 251.1Node25Node2619.8019.54 23.1221.90Circular 255.1Node27Node2818.8016.27 20.9920.26Circular *=============================================================================* |TableE18JunctionContinuityError.DivisionbyVolumeadded11/96| || |ContinuityError=NetFlow+BeginningVolumeEndingVolume| || |TotalFlow+(BeginningVolume+EndingVolume)/2| || |NetFlow=NodeInflowNodeOutflow| |TotalFlow=absolute(Inflow+Outflow)| |Intermediatecolumnisajudgementonthenodecontinuityerror.| || Page129 Coupland_Exist10yr.out |Excellent<1percentGreat1to2percentGood2to5percent| |Fair5to10percentPoor10to25percentBad25to50percent| |Terrible>50percent| *=============================================================================* Junction<ContinuityError>RemainingBeginning NetFlowTotalFlowFailedto NameVolume%ofNode%ofInflowVolumeVolume ThruNodeThruNodeConverge Node13110.30180.03070.000522.03670.0000 88.2651358874.143592 Node1494.02000.02620.000412.09950.0000 81.9205358713.95460 Node1535.54470.00990.000228.63620.0000 6.9084358486.60880 Node168.94880.00250.000026.00410.0000 34.9530358404.99160 Node1768.54370.01820.000313.22640.0000 55.3173375984.98390 Node19261.07160.02220.001159.61950.0000 201.45211173357.0720 Node2051.84270.00440.000250.98540.0000 0.85731173443.6780 Node21261.79300.02230.001135.18510.0000 226.60791173551.5370 Node22138.90050.01180.000614.06790.0000 124.83271173838.0060 Node23281.51990.02400.001226.11080.0000 Page130 Coupland_Exist10yr.out 255.40911174168.1800 Node24141.90070.01210.000615.32450.0000 126.57621174480.6340 Node25199.36450.01700.00094.67040.0000 194.69411174747.5270 Node2626.65370.00230.00017.25710.0000 19.39671174931.8250 Node27137.81140.01170.000614.45210.0000 152.26351174773.8916 Node288434.12210.01830.036613.97900.0000 8420.143146100308.074 Node314186.96400.00930.01827.48290.0000 4179.481144917341.870 Node3315605.34610.03380.067719.54700.0000 15585.799146122262.830 Node35843.66170.00190.00370.13780.0000 843.524044916874.820 Node3641367.04960.08960.179531.48490.0000 41335.564746177507.150 Node377362.35100.01590.031918.71820.0000 7343.632846224296.210 Node4165.04810.00010.00030.30160.0000 64.746546228881.96138 Node18.1.1359.82490.05850.0016112.92330.0000 Page131 Coupland_Exist10yr.out 246.9016615362.29940 Node34.1.192.03300.02560.0004135.54560.0000 227.5785359059.063889 Node3981.12860.07820.000437.39980.0000 43.7288103739.43770 Thetotalcontinuityerrorwas79738.cubicfeet Theremainingtotalvolumewas707.20cubicfeet YourmeannodecontinuityerrorwasExcellent YourworstnodecontinuityerrorwasExcellent *===================================================* |TableE19JunctionInflow&OutflowListing| |Unitsareeitherft^3orm^3| |dependingontheunitsinyourmodel.| *===================================================* ConstantUserInterfaceDWF InflowRNFLayerInflow JunctionInflowInflowInflowInlow throughInflowfromOutflowEvaporationBasin NametoNodetoNodetoNodetoNode OutfalltoNode2DLayerfromNodefromNodeInfil. Node170.00000.00000.00000.0000 0.00008853.12620.00000.00000.00000.00 Node190.00000.00000.00000.0000 0.0000278837.80890.00000.00000.00000.00 Node350.000022.4587E+060.00000.0000 0.00000.00000.00000.00000.00000.00 Node410.00000.00000.00000.0000 0.00000.00000.000023.1136E+060.00000.00 Node18.1.10.00000.00000.00000.0000 0.0000119645.04890.00000.00000.00000.00 Page132 Coupland_Exist10yr.out Node34.1.10.00000.00000.00000.0000 0.0000127748.90980.00000.00000.00000.00 Node390.00000.00000.00000.0000 0.000051845.68180.00000.00000.00000.00 *=====================================================* |TableE20JunctionFloodingandVolumeListing.| |Themaximumvolumeisthetotalvolume| |inthenodeincludingthevolumeinthe| |floodedstoragearea.Thisisthemax| |volumeatanytime.Thevolumeinthe| |floodedstorageareaisthetotalvolume| |abovethegroundelevation,wherethe| |floodedpondstorageareastarts.| |Thefourthcolumnisinstantaneous,thefifthisthe| |sumofthefloodedvolumeovertheentiresimulation| |Unitsareeitherft^3orm^3dependingontheunits.| *=====================================================* OutofPassedto 2Dcell 1DSystemOR VolumeStored JunctionSurchargedFlooded(FloodedMaximumin allowedFlood NameTime(min)Time(min)Volume)VolumePondof 1DSystem Node130.0000.0000.00023.60.000 Node140.0000.0000.00023.90.000 Node150.0000.0000.00041.50.000 Node160.0000.0000.00041.70.000 Node170.0000.0000.00052.50.000 Node190.0000.0000.00062.90.000 Node200.0000.0000.00058.00.000 Node210.0000.0000.00056.90.000 Node220.0000.0000.00051.40.000 Node230.0000.0000.00054.70.000 Node240.0000.0000.00047.70.000 Node250.0000.0000.00044.50.000 Node260.0000.0000.00029.10.000 Page133 Coupland_Exist10yr.out Node270.0000.0000.00034.90.000 Node280.0000.0000.000110.0.000 Node310.0000.0000.000111.0.000 Node330.0000.0000.000110.0.000 Node350.0000.0000.000111.0.000 Node360.0000.0000.000140.0.000 Node370.0000.0000.000146.0.000 Node410.0000.0000.000146.0.000 Node18.1.10.0000.0000.000119.0.000 Node34.1.10.0000.0000.000105.0.000 Node390.0000.0000.00020.00.000 *==================================* |SimulationSpecificInformation| *==================================* NumberofInputConduits..........23NumberofSimulatedConduits...... 32 NumberofNaturalChannels........15NumberofJunctions............... 24 NumberofStorageJunctions.......0NumberofWeirs................... 8 NumberofOrifices................0NumberofPumps................... 0 NumberofFreeOutfalls...........1NumberofTideGateOutfalls...... 0 *=========================================================* |Average%ChangeinJunctionorConduitisdefinedas:| |Conduit%Change==>100.0(Q(n+1)Q(n))/Qfull| |Junction%Change==>100.0(Y(n+1)Y(n))/Yfull| *=========================================================* TheConduitwiththelargestaveragechangewas..Link42.1.1with 0.002percent TheJunctionwiththelargestaveragechangewas.Node34.1.1with 0.051percent TheConduitwiththelargestsinuositywas.......243.1with 4.772 *===================================================================* |TableE21.Continuitybalanceattheendofthesimulation| |JunctionInflow,OutfloworStreetFlooding| |Error=Inflow+InitialVolumeOutflowFinalVolume| *===================================================================* InflowInflowAverage Page134 Coupland_Exist10yr.out JunctionVolume,ft^3Inflow,cfs Node178853.67320.0512 Node19278851.63671.6137 Node3522458717.8952129.9694 Node18.1.1119652.06480.6924 Node34.1.1127756.39040.7393 Node3951848.43640.3000 Node4123113649.5403133.7595 OutflowOutflowAverage JunctionVolume,ft^3Outflow,cfs Node4123113649.5403133.7595 *=====================================================* |Initialsystemvolume=0.0000CuFt| |Totalsysteminflowvolume=23.045621E+06CuFt| |Inflow+Initialvolume=23.045621E+06CuFt| *=====================================================* |Totalsystemoutflow=23.113650E+06CuFt| |Volumeleft(Finalvolume)=707.1956CuFt| |Evaporation=0.0000CuFt| Page135 Coupland_Exist10yr.out |BasinInfiltration=0.0000CuFt| |Outflow+FinalVolume=23.114357E+06CuFt| *=====================================================* *===============================================* |TotalModelContinuityError| |ErrorinContinuity,Percent=0.2983| |ErrorinContinuity,ft^3=68736.112| |+Errormeansacontinuityloss,again| *===============================================* ################################################### #TableE22.NumericalModeljudgementsection# ################################################### Overallerrorwas(minimumofTableE18&E21)0.2983percent WorstnodalerrorwasinnodeNode36with0.0896percent Ofthetotalinflowthislosswas0.1795percent YouroverallcontinuityerrorwasExcellent Page136 Coupland_Exist10yr.out PoorEfficiency Efficiencyofthesimulation10.18 MostNumberofNonConvergencesatoneNode138. TotalNumberNonConvergencesatallNodes329. TotalNumberofNodeswithNonConvergences5. ######################################################### #TableE23.NewBasinDesignInformation# #MaximumHydraulicGradeLine,# #OutConduitSizesandMaximumFlow# ######################################################### Page137 Coupland_Exist10yr.out A)Resized/sPipesbasedongivenHGL B)ResizeBasinbasedongivenHGL C)Resized/sPipesandBasinbasedonHGLandmaxdischarge D)Resized/spipesbasedongivenmaxdischarge BasinNameTypeMax.HGLConduitDepthWidth BarrelsMax.Flow (ft)(ft)(ft) (ft^3/s) ===>Hydraulicmodelsimulationendednormally. ===>XPSWMMSimulationendednormally. ===>Yourinputfilewasnamed:D:\\cfa\\2016\\12024.Coupland_Paving_and Drainage\\ENG\\H&H\\SWMM\\Coupland_Exist10yr.DAT ===>Youroutputfilewasnamed:D:\\cfa\\2016\\12024.Coupland_Paving_and Drainage\\ENG\\H&H\\SWMM\\Coupland_Exist10yr.out *==============================================================* |SWMMSimulationDateandTimeSummary| *==============================================================* |StartingDate...July18,2017Time...09:25:05.391| |EndingDate...July18,2017Time...09:25:34.286| |ElapsedTime...0.44271minutesor26.56250seconds| *==============================================================* Page138 Coupland_Exist100yr.out CurrentDirectory:C:\\PROGRA~2\\XPSOLU~1\\XPSTOR~1.1 EngineName:C:\\PROGRA~2\\XPSOLU~1\\XPSTOR~1.1\\SWMMEN~2.EXE InputFile:.Coupland_Paving_andDrainage\\ENG\\H&H\\SWMM\\Coupland_Exist100yr.XP *===============================================* |xpswmm| |StormandWastewaterManagementModel| |DevelopedbyXPSolutionsInc.| |===============================================| || |LastUpdate:October,2015| |InterfaceVersion:2016| |EngineVersion:12.0| |DataFileVersion:12.62| || || *===============================================* EngineName:C:\\PROGRA~2\\XPSOLU~1\\XPSTOR~1.1\\SWMMEN~2.EXE *====================================================* |InputandOutputfilenamesbyLayer| *====================================================* InputFiletoLayer#1JOT.US OutputFiletoLayer#1JOT.US InputFiletoLayer#2JOT.US OutputFiletoLayer#2JOT.US Page1 Coupland_Exist100yr.out *===========================================================* |ConfigurationParameters| |ConfigurationParameters,boththosethatarehardwired| |andthoseaddedtothesimulationarelistedbelow.| |ConfigurationParametersthatstartwitha$aresetin| |theengineasdefaults.TheremaininginUPPERCASE| |havebeenaddedtothesimulationintheConfiguration>| |ConfigurationParametersdialogorasEngineDefaultsin| |theSWMXP.INIfile.| || |ConsulttheHelpFileforthespecificmeaning/purpose| |ofanyparticularparameter.| || |Note:| |Thesecondcolumndenotesthevalueoftheparameter.| *===========================================================* $powerstation0.000012 $perv0.000004 $oldegg0.000007 $as0.0000011 $noflat0.0000021 $oldomega0.0000024 $oldvol0.0000128 $implicit0.0000129 $oldhot0.0000131 $oldscs0.0000033 $flood0.0000140 $nokeys0.0000042 $pzero0.0000055 $oldvol20.0000259 $storage20.0000362 $oldhot10.0000163 $pumpwt0.0000170 $ecloss0.0000177 $exout0.0000097 $spatial=0.900.90005124 $djref=1.00.10003143 $weirlen=5050.00001153 $oldbnd0.00001154 $nogrelev0.00001161 $ncmid0.00000164 $new_nl_970.00002290 SCSIADEPTH=ON0.00001293 $best970.00001294 Page2 Coupland_Exist100yr.out $newbound0.00001295 $q_tol=0.010.00011316 $new_storage0.00001322 $old_iteration0.00001333 MINLEN=1010.00001346 $review_elevation0.00001383 $use_half_volume0.00001385 VERT_WALLS=ON0.00001389 $min_ts=1.01.00001407 $design_restart=on0.00001412 $zero_value=1.e050.00001415 SUBCATCHMENT_RES=ON0.00001419 $relax_depth=on0.00001427 $saveallpts=on0.00001434 $channel_geometry=10.00001456 *====================================================* |Allobjectnamesarelessthan20characters.| |Nonamesubstitutionsrequired!| *====================================================* *==========================================================* |ParameterValuesontheTapesCommonBlock.Thesearethe| |valuesreadfromthedatafileanddynamicallyallocated| |bythemodelforthissimulation.| *==========================================================* NumberofSubcatchmentsintheRunoffBlock(NW)....5 NumberofChannel/PipesintheRunoffBlock(NG)....0 RunoffWaterqualityconstituents(NRQ).............0 RunoffLandUsesperSubcatchment(NLU).............0 NumberofElementsintheTransportBlock(NET).....0 NumberofStorageJunctionsinTransport(NTSE).....0 NumberofInputHydrographsinTransport(NTH)......0 NumberofElementsintheExtranBlock(NEE)........32 NumberofGroundwaterSubcatchmentsinRunoff(NGW).0 NumberofInterfacelocationsforallBlocks(NIE)..32 NumberofPumpsinExtran(NEP).....................0 NumberofOrificesinExtran(NEO)..................0 NumberofTideGates/FreeOutfallsinExtran(NTG)..1 NumberofExtranWeirs(NEW)........................8 Numberofscshydrographpoints.....................3457 NumberofExtranprintoutlocations(NPO)...........0 NumberofTideelementsinExtran(NTE).............1 NumberofNaturalchannels(NNC)....................15 NumberofStoragejunctionsinExtran(NVSE)........0 NumberofTimehistorydatapointsinExtran(NTVAL).0 Page3 Coupland_Exist100yr.out NumberofVariablestorageelementsinExtran(NVST)0 NumberofInputHydrographsinExtran(NEH).........1 NumberofParticlesizesinTransportBlock(NPS)...0 NumberofUserdefinedconduits(NHW)...............5 NumberofConnectingconduitsinExtran(NECC)......20 NumberofUpstreamelementsinTransport(NTCC).....10 NumberofStorage/treatmentplants(NSTU)...........1 NumberofValuesforR1linesinTransport(NR1)....0 NumberofNodestobeallowedfor(NNOD)............32 NumberofPlugsinaStorageTreatmentUnit.........1 ####################################################### #EntrymadetotheRunoffLayer(Block)ofSWMM# #LastUpdatedJune,2014byXPSolutions# *==========================================================* |RUNOFFTABLESINTHEOUTPUTFILE.| |Thesearethemoreimportanttablesintheoutputfile.| |Youcanuseyoureditortofindthetablenumbers,| |forexample:searchforTableR3tocheckcontinuity.| |ThisoutputfilecanbeimportedintoaWordProcessor| |andprintedonUSletterorA4paperusingportrait| |mode,courierfont,asizeof8pt.andmarginsof0.75| || |TableR1PhysicalHydrologyData| |TableR2Infiltrationdata| |TableR3RaingageandInfiltrationDatabaseNames| |TableR4GroundwaterData| |TableR5ContinuityCheckforSurfaceWater| |TableR6ContinuityCheckforChannels/Pipes| |TableR7ContinuityCheckforSubsurfaceWater| |TableR8Infiltration/InflowContinuityCheck| |TableR9SummaryStatisticsforSubcatchments| |TableR10SensitivityanlysisforSubcatchments| *==========================================================* A1 ########################################### #RUNOFFJOBCONTROL# ########################################### SnowmeltparameterISNOW.......................0 NumberofraingagesNRGAG.....................1 QualityisnotsimulatedKWALTY................0 Page4 Coupland_Exist100yr.out DefaultevaporationrateusedIVAP.............0 HourofdayatstartofstormNHR..............0 MinuteofhouratstartofstormNMN...........0 TimeTZEROatstartofstorm(hours).............0.000 UseU.S.CustomaryunitsformostI/OMETRIC...0 Runoffinputprintcontrol...0 Runoffgraphplotcontrol....0 Runoffoutputprintcontrol..0 Limitnumberofgroundwaterconvergencemessagesto10000 Printheadersevery50linesNOHEAD(0=yes,1=no)0 PrintlanduseloadpercentagesLANDUPR(0=no,1=yes)0 Month,day,yearofstartofstormis:1/1/2016 Wettimesteplength(seconds).......60.0 Drytimesteplength(seconds).......86400.0 Wet/Drytimesteplength(seconds)...60.0 Simulationlengthis......48.0Hours IfHortoninfiltrationmodelisbeingused Amixtureofinfiltrationoptionsmaybeusedin XPSWMMasawatershedspecificoption. Rateforregenerationofinfiltration=REGEN*DECAY Decayisreadinforeachsubcatchment REGEN=.............................................0.01000 Raingage#................................1 KTYPERainfallinputtype..............0 NHISTOTotalnumberofrainfallvalues..898 KINCRainfallvalues(pairs)perline..10 KPRINTPrintrainfall(0Yes,1No).......0 KTIMEPrecipitationtimeunits 0>Minutes1>Hours................0 KPREPPrecipitationunittype 0>Intensity1>Volume.............1 KTHISVariablerainfallintervals 0>No,>=1>Yes....................0 THISTORainfalltimeinterval...........5.00 TZRAINStartingtime(KTIMEunits).......0.00 ###################################### #RainfallinputsummaryfromRunoff# ###################################### Totalrainfallforgage#1is13.5100inches Page5 Coupland_Exist100yr.out ############################# #DataGroupF1# #EvaporationRate(in/day)# ############################# JAN.FEB.MAR.APR.MAYJUN.JUL.AUG.SEP.OCT.NOVDEC. 0.1000.1000.1000.1000.1000.1000.1000.1000.1000.1000.1000.100 ################################################### #TableR1.SUBCATCHMENTDATA# #PhysicalHydrologyData# ################################################### DeprsDeprsPrcnt Per sionsionZero SubcatchmentChannelWidthAreacentSlope "n""n"StorgeStrgeDeten NumberNameorinlet(ft)(ac)Impervft/ft ImprvPervImprvPervtion ========================================================================= ========================= 1Node39#1Node3916.0002.270050.000.002 0.0140.0300.0000.00025.00 2Node34.1.1#1Node34.1.144.3005.200067.000.002 0.0140.0300.0000.00025.00 3Node17#1Node173.4000.3600067.000.002 0.0140.0300.0000.00025.00 4Node18.1.1#1Node18.1.141.6004.870067.000.002 0.0140.0300.0000.00025.00 5Node19#1Node1976.50012.24050.000.002 0.0140.0300.0000.00025.00 ################################################################################### #################### #TableR2.SUBCATCHMENTDATA # #InfiltrationorTimeofConcentrationData # # # #InfiltrationTypeInfl#1(#5)Infl#2(#6)Infl#3(#7) Infl#4(#8)# #SCS>CompCNTimeConcShapeFactor Page6 Coupland_Exist100yr.out DepthorFraction# #SBUH>CompCNTimeConcN/A N/A# #GreenAmpt>SuctionHydrCondInitialMD N/A# #Horton>MaxRateMinRateDecayRate(1/sec) Max.Infilt.Volume# #Proportional>ConstantN/AN/A N/A# #Initial/ContLoss>InitialContinuingN/A N/A# #Initial/Proportional>InitialConstantN/A N/A# #LaurensonParameters>BValuePervious"n"ImperviousCont Exponent# #RationalFormula>TcMethodFlowPathLengthFlowPathSlope RoughnessorRetardance# #(#1#4isImperviousData/#5#8isPervious Data)# #RationalFormulaTcMethod:1=Constant # #2=Friend'sEquation # #3=KinematicWave # #4=AlamedaMethod # #5=Izzard'sFormula # #6=Kerby'sEquation # #7=Kirpich'sEquation # #8=BransbyWilliamsEquation # #9=FederalAviationAuthority Equation# ################################################################################### #################### SubcatchmentInflInflInflInflInfl InflInflInfl NumberName#1#2#3#4#5# 6#7#8 ===================================================================== =========================== 1Node39#112.4500.0240.385 2Node34.1.1#112.4500.0240.385 Page7 Coupland_Exist100yr.out 3Node17#112.4500.0240.385 4Node18.1.1#112.4500.0240.385 5Node19#112.4500.0240.385 ############################################################ #TableR3.SUBCATCHMENTDATA# #RainfallandInfiltrationDatabaseNames# ############################################################ SubcatchmentGageInfiltrationRouting NumberNameNoTypeType ================================================================= 1Node39#11GreenAmptNonlinearreservoir 2Node34.1.1#11GreenAmptNonlinearreservoir 3Node17#11GreenAmptNonlinearreservoir 4Node18.1.1#11GreenAmptNonlinearreservoir 5Node19#11GreenAmptNonlinearreservoir TotalNumberofSubcatchments...5 TotalTributaryArea(acres)....24.94 ImperviousArea(acres).........14.24 PerviousArea(acres)...........10.70 TotalWidth(feet)..............181.80 ImperviousArea(%).............57.11 ################################################### #SUBCATCHMENTDATA# #Default,Ratiovaluesforsubcatchmentdata# #Usedwiththecalibratenodeintherunoff.# #1width2area3impervious%# #4slope5imp"n"6perv"n"# #7impds8pervds91stinfil# #102ndinfil113rdinfil# ################################################### Column1234567 891011 Default0.00000.00000.00000.00000.00000.00000.0000 0.00000.00000.00000.0000 Ratio1.00001.00001.00001.00001.00001.00001.0000 1.00001.00001.00001.0000 ********************************************************* *ArrangementofSubcatchmentsandChannel/Pipes* ********************************************************* Page8 Coupland_Exist100yr.out Inlet Node39NoTributaryChannel/Pipes TributarySubareas........Node39#1 Node34.1.1NoTributaryChannel/Pipes TributarySubareas........Node34.1.1#1 Node17NoTributaryChannel/Pipes TributarySubareas........Node17#1 Node18.1.1NoTributaryChannel/Pipes TributarySubareas........Node18.1.1#1 Node19NoTributaryChannel/Pipes TributarySubareas........Node19#1 *********************************************************** *Hydrographswillbestoredforthefollowing5INLETS* *********************************************************** Node39Node34.1.1Node17 Node18.1.1Node19 ************************************************ *QualitySimulationnotincludedinthisrun* ************************************************ *************************************************** *PrecipitationInterfaceFileSummary* *Numberofprecipitationstation....1* *************************************************** LocationStationNumber 1.1 XXXEndofHeaderSectionXXX ####################################################### #EntrymadetotheHYDRAULICLayerofXPSWMM# #LastUpdatedinJune,2014byXPSolutions# ####################################################### #EntrymadetotheRunoffLayer(Block)ofSWMM# #LastUpdatedJune,2014byXPSolutions# *==========================================================* Page9 Coupland_Exist100yr.out |RUNOFFTABLESINTHEOUTPUTFILE.| |Thesearethemoreimportanttablesintheoutputfile.| |Youcanuseyoureditortofindthetablenumbers,| |forexample:searchforTableR3tocheckcontinuity.| |ThisoutputfilecanbeimportedintoaWordProcessor| |andprintedonUSletterorA4paperusingportrait| |mode,courierfont,asizeof8pt.andmarginsof0.75| || |TableR1PhysicalHydrologyData| |TableR2Infiltrationdata| |TableR3RaingageandInfiltrationDatabaseNames| |TableR4GroundwaterData| |TableR5ContinuityCheckforSurfaceWater| |TableR6ContinuityCheckforChannels/Pipes| |TableR7ContinuityCheckforSubsurfaceWater| |TableR8Infiltration/InflowContinuityCheck| |TableR9SummaryStatisticsforSubcatchments| |TableR10SensitivityanlysisforSubcatchments| *==========================================================* A1 ########################################### #RUNOFFJOBCONTROL# ########################################### SnowmeltparameterISNOW.......................0 NumberofraingagesNRGAG.....................1 QualityisnotsimulatedKWALTY................0 DefaultevaporationrateusedIVAP.............0 HourofdayatstartofstormNHR..............0 MinuteofhouratstartofstormNMN...........0 TimeTZEROatstartofstorm(hours).............0.000 UseU.S.CustomaryunitsformostI/OMETRIC...0 Runoffinputprintcontrol...0 Runoffgraphplotcontrol....0 Runoffoutputprintcontrol..0 Limitnumberofgroundwaterconvergencemessagesto10000 Printheadersevery50linesNOHEAD(0=yes,1=no)0 PrintlanduseloadpercentagesLANDUPR(0=no,1=yes)0 Month,day,yearofstartofstormis:1/1/2016 Wettimesteplength(seconds).......60.0 Drytimesteplength(seconds).......86400.0 Wet/Drytimesteplength(seconds)...60.0 Page10 Coupland_Exist100yr.out Simulationlengthis......48.0Hours IfHortoninfiltrationmodelisbeingused Amixtureofinfiltrationoptionsmaybeusedin XPSWMMasawatershedspecificoption. Rateforregenerationofinfiltration=REGEN*DECAY Decayisreadinforeachsubcatchment REGEN=.............................................0.01000 Raingage#................................1 KTYPERainfallinputtype..............0 NHISTOTotalnumberofrainfallvalues..898 KINCRainfallvalues(pairs)perline..10 KPRINTPrintrainfall(0Yes,1No).......0 KTIMEPrecipitationtimeunits 0>Minutes1>Hours................0 KPREPPrecipitationunittype 0>Intensity1>Volume.............1 KTHISVariablerainfallintervals 0>No,>=1>Yes....................0 THISTORainfalltimeinterval...........5.00 TZRAINStartingtime(KTIMEunits).......0.00 ###################################### #RainfallinputsummaryfromRunoff# ###################################### Totalrainfallforgage#1is13.5100inches ############################# #DataGroupF1# #EvaporationRate(in/day)# ############################# JAN.FEB.MAR.APR.MAYJUN.JUL.AUG.SEP.OCT.NOVDEC. 0.1000.1000.1000.1000.1000.1000.1000.1000.1000.1000.1000.100 ################################################### #TableR1.SUBCATCHMENTDATA# #PhysicalHydrologyData# ################################################### DeprsDeprsPrcnt Page11 Coupland_Exist100yr.out Per sionsionZero SubcatchmentChannelWidthAreacentSlope "n""n"StorgeStrgeDeten NumberNameorinlet(ft)(ac)Impervft/ft ImprvPervImprvPervtion ========================================================================= ========================= 1Node39#1Node3916.0002.270050.000.002 0.0140.0300.0000.00025.00 2Node34.1.1#1Node34.1.144.3005.200067.000.002 0.0140.0300.0000.00025.00 3Node17#1Node173.4000.3600067.000.002 0.0140.0300.0000.00025.00 4Node18.1.1#1Node18.1.141.6004.870067.000.002 0.0140.0300.0000.00025.00 5Node19#1Node1976.50012.24050.000.002 0.0140.0300.0000.00025.00 ################################################################################### #################### #TableR2.SUBCATCHMENTDATA # #InfiltrationorTimeofConcentrationData # # # #InfiltrationTypeInfl#1(#5)Infl#2(#6)Infl#3(#7) Infl#4(#8)# #SCS>CompCNTimeConcShapeFactor DepthorFraction# #SBUH>CompCNTimeConcN/A N/A# #GreenAmpt>SuctionHydrCondInitialMD N/A# #Horton>MaxRateMinRateDecayRate(1/sec) Max.Infilt.Volume# #Proportional>ConstantN/AN/A N/A# #Initial/ContLoss>InitialContinuingN/A N/A# #Initial/Proportional>InitialConstantN/A N/A# #LaurensonParameters>BValuePervious"n"ImperviousCont Exponent# #RationalFormula>TcMethodFlowPathLengthFlowPathSlope RoughnessorRetardance# Page12 Coupland_Exist100yr.out #(#1#4isImperviousData/#5#8isPervious Data)# #RationalFormulaTcMethod:1=Constant # #2=Friend'sEquation # #3=KinematicWave # #4=AlamedaMethod # #5=Izzard'sFormula # #6=Kerby'sEquation # #7=Kirpich'sEquation # #8=BransbyWilliamsEquation # #9=FederalAviationAuthority Equation# ################################################################################### #################### SubcatchmentInflInflInflInflInfl InflInflInfl NumberName#1#2#3#4#5# 6#7#8 ===================================================================== =========================== 1Node39#112.4500.0240.385 2Node34.1.1#112.4500.0240.385 3Node17#112.4500.0240.385 4Node18.1.1#112.4500.0240.385 5Node19#112.4500.0240.385 ############################################################ #TableR3.SUBCATCHMENTDATA# #RainfallandInfiltrationDatabaseNames# ############################################################ SubcatchmentGageInfiltrationRouting NumberNameNoTypeType ================================================================= 1Node39#11GreenAmptNonlinearreservoir 2Node34.1.1#11GreenAmptNonlinearreservoir 3Node17#11GreenAmptNonlinearreservoir 4Node18.1.1#11GreenAmptNonlinearreservoir Page13 Coupland_Exist100yr.out 5Node19#11GreenAmptNonlinearreservoir TotalNumberofSubcatchments...5 TotalTributaryArea(acres)....24.94 ImperviousArea(acres).........14.24 PerviousArea(acres)...........10.70 TotalWidth(feet)..............181.80 ImperviousArea(%).............57.11 ################################################### #SUBCATCHMENTDATA# #Default,Ratiovaluesforsubcatchmentdata# #Usedwiththecalibratenodeintherunoff.# #1width2area3impervious%# #4slope5imp"n"6perv"n"# #7impds8pervds91stinfil# #102ndinfil113rdinfil# ################################################### Column1234567 891011 Default0.00000.00000.00000.00000.00000.00000.0000 0.00000.00000.00000.0000 Ratio1.00001.00001.00001.00001.00001.00001.0000 1.00001.00001.00001.0000 ********************************************************* *ArrangementofSubcatchmentsandChannel/Pipes* ********************************************************* Inlet Node39NoTributaryChannel/Pipes TributarySubareas........Node39#1 Node34.1.1NoTributaryChannel/Pipes TributarySubareas........Node34.1.1#1 Node17NoTributaryChannel/Pipes TributarySubareas........Node17#1 Node18.1.1NoTributaryChannel/Pipes TributarySubareas........Node18.1.1#1 Node19NoTributaryChannel/Pipes TributarySubareas........Node19#1 *********************************************************** *Hydrographswillbestoredforthefollowing5INLETS* *********************************************************** Page14 Coupland_Exist100yr.out Node39Node34.1.1Node17 Node18.1.1Node19 ************************************************ *QualitySimulationnotincludedinthisrun* ************************************************ *************************************************** *PrecipitationInterfaceFileSummary* *Numberofprecipitationstation....1* *************************************************** LocationStationNumber 1.1 A1 *===========================================================* |HYDRAULICSTABLESINTHEOUTPUTFILE| |Thesearethemoreimportanttablesintheoutputfile.| |Youcanuseyoureditortofindthetablenumbers,| |forexample:searchforTableE20tocheckcontinuity.| |ThisoutputfilecanbeimportedintoaWordProcessor| |andprintedonUSletterorA4paperusingportrait| |mode,courierfont,asizeof8pt.andmarginsof0.75| || |TableE1BasicConduitData| |TableE2ConduitFactorData| |TableE3aJunctionData| |TableE3bJunctionData| |TableE4ConduitConnectivityData| |TableE4aDryWeatherFlowData| |TableE4bRealTimeControlData| |TableE5JunctionTimeStepLimitationSummary| |TableE5aConduitExplicitConditionSummary| |TableE6FinalModelCondition| |TableE7IterationSummary| |TableE8JunctionTimeStepLimitationSummary| Page15 Coupland_Exist100yr.out |TableE9JunctionSummaryStatistics| |TableE10ConduitSummaryStatistics| |TableE11Areaassumptionsusedintheanalysis| |TableE12Meanconduitinformation| |TableE13Channellosses(H)andculvertinfo| |TableE13aCulvertAnalysisClassification| |TableE14NaturalChannelOverbankFlowInformation| |TableE14aNaturalChannelEncroachmentInformation| |TableE14bFloodplainMapping| |TableE15SpreadsheetInfoList| |TableE15aSpreadsheetReachList| |TableE16NewConduitOutputSection| |TableE17PumpOperation| |TableE18JunctionContinuityError| |TableE19JunctionInflow&OutflowListing| |TableE20JunctionFloodingandVolumeList| |TableE21Continuitybalanceatsimulationend| |TableE22ModelJudgementSection| *==========================================================* TimeControlfromHydraulicsJobControl Year.........2014Month.......1 Day..........1Hour........0 Minute.......0Second......0 Controlinformationforsimulation Integrationcycles.................1728 Lengthofintegrationstepis......100.00seconds Simulationlength..................48.00hours Donotcreateequiv.pipes(NEQUAL).0 UseU.S.customaryunitsforI/O...0 Printingstartsincycle...........1 Intermediateprintoutintervalsof.500cycles Intermediateprintoutintervalsof.833.33minutes Summaryprintoutintervalsof......500cycles Summaryprintouttimeintervalof..833.33minutes Hotstartfileparameter(REDO)....0 Initialtime.......................0.00hours Iterationvariables:FlowTolerance.0.00010 HeadTolerance.0.00050 Minimumdepth(morft).........0.00001 Underrelaxationparameter.......0.85000 Timeweightingparameter........0.85000 Conduitroughnessfactor........1.00000 Page16 Coupland_Exist100yr.out Flowadjustmentfactor..........1.00000 InitialConditionSmoothing.....0 CourantTimeStepFactor........1.00000 DefaultExpansion/ContractionK.0.00000 DefaultEntrance/ExitK.........0.00000 RoutingMethod..................DynamicWave Defaultsurfaceareaofjunctions...12.57squarefeet. MinimumJunction/ConduitDepth......0.00001feet. PondingAreaCoefficient............5000.00 PondingAreaExponent...............1.0000 MinimumOrificeLength..............1000.00feet. NJSWinputhydrographjunctions.....1 oruserdefinedhydrographs.... NaturalCrossSectioninformationforChannelLink14 ===================================================== CrossSectionID(fromX1card):1.0Channelsequencenumber:1 LeftOverbankLength:68.4ftMaximumElevation: 25.09ft. MainChannelLength:68.4ftMaximumDepth: 4.82ft. RightOverbankLength:68.4ftMaximumSectionArea: 78.2500ft^2 Maximumhydraulicradius: 1.63ft. ManningN:0.040toStation5.0Maxtopwidth: 45.00ft. "":0.040inmainChannelMaximumWettedPerimeter: 4.80E+01ft "":0.015Beyondstation25.0Maxleftbankarea: 9.80ft^2 Maxrightbankarea: 6.02ft^2 AllowableEncroachmentDepth:0.00ftMaxcenterchannelarea: 62.4250ft^2 NaturalCrossSectioninformationforChannelLink16 ===================================================== CrossSectionID(fromX1card):2.0Channelsequencenumber:2 LeftOverbankLength:22.9ftMaximumElevation: 25.09ft. MainChannelLength:22.9ftMaximumDepth: 4.82ft. RightOverbankLength:22.9ftMaximumSectionArea: 78.2500ft^2 Maximumhydraulicradius: Page17 Coupland_Exist100yr.out 1.63ft. ManningN:0.040toStation5.0Maxtopwidth: 45.00ft. "":0.040inmainChannelMaximumWettedPerimeter: 4.80E+01ft "":0.015Beyondstation25.0Maxleftbankarea: 9.80ft^2 Maxrightbankarea: 6.02ft^2 AllowableEncroachmentDepth:0.00ftMaxcenterchannelarea: 62.4250ft^2 NaturalCrossSectioninformationforChannelLink18 ===================================================== CrossSectionID(fromX1card):3.0Channelsequencenumber:3 LeftOverbankLength:243.1ftMaximumElevation: 25.09ft. MainChannelLength:243.1ftMaximumDepth: 4.82ft. RightOverbankLength:243.1ftMaximumSectionArea: 78.2500ft^2 Maximumhydraulicradius: 1.63ft. ManningN:0.040toStation5.0Maxtopwidth: 45.00ft. "":0.040inmainChannelMaximumWettedPerimeter: 4.80E+01ft "":0.015Beyondstation25.0Maxleftbankarea: 9.80ft^2 Maxrightbankarea: 6.02ft^2 AllowableEncroachmentDepth:0.00ftMaxcenterchannelarea: 62.4250ft^2 NaturalCrossSectioninformationforChannelLink20 ===================================================== CrossSectionID(fromX1card):4.0Channelsequencenumber:4 LeftOverbankLength:117.5ftMaximumElevation: 25.20ft. MainChannelLength:117.5ftMaximumDepth: 5.02ft. RightOverbankLength:117.5ftMaximumSectionArea: 85.7750ft^2 Maximumhydraulicradius: 2.00ft. ManningN:0.040toStation5.0Maxtopwidth: Page18 Coupland_Exist100yr.out 40.00ft. "":0.040inmainChannelMaximumWettedPerimeter: 4.28E+01ft "":0.015Beyondstation25.0Maxleftbankarea: 10.40ft^2 Maxrightbankarea: 5.38ft^2 AllowableEncroachmentDepth:0.00ftMaxcenterchannelarea: 70.0000ft^2 NaturalCrossSectioninformationforChannelLink22 ===================================================== CrossSectionID(fromX1card):5.0Channelsequencenumber:5 LeftOverbankLength:282.4ftMaximumElevation: 25.00ft. MainChannelLength:282.4ftMaximumDepth: 5.35ft. RightOverbankLength:282.4ftMaximumSectionArea: 128.5750ft^2 Maximumhydraulicradius: 2.43ft. ManningN:0.040toStation5.0Maxtopwidth: 50.00ft. "":0.040inmainChannelMaximumWettedPerimeter: 5.30E+01ft "":0.015Beyondstation35.0Maxleftbankarea: 10.10ft^2 Maxrightbankarea: 8.50ft^2 AllowableEncroachmentDepth:0.00ftMaxcenterchannelarea: 109.9750ft^2 NaturalCrossSectioninformationforChannelLink24 ===================================================== CrossSectionID(fromX1card):6.0Channelsequencenumber:6 LeftOverbankLength:280.1ftMaximumElevation: 25.00ft. MainChannelLength:280.1ftMaximumDepth: 6.11ft. RightOverbankLength:280.1ftMaximumSectionArea: 112.8500ft^2 Maximumhydraulicradius: 2.32ft. ManningN:0.040toStation10.0Maxtopwidth: 45.00ft. "":0.040inmainChannelMaximumWettedPerimeter: Page19 Coupland_Exist100yr.out 4.86E+01ft "":0.015Beyondstation30.0Maxleftbankarea: 21.17ft^2 Maxrightbankarea: 12.10ft^2 AllowableEncroachmentDepth:0.00ftMaxcenterchannelarea: 79.5750ft^2 NaturalCrossSectioninformationforChannelLink26 ===================================================== CrossSectionID(fromX1card):7.0Channelsequencenumber:7 LeftOverbankLength:38.8ftMaximumElevation: 25.00ft. MainChannelLength:38.8ftMaximumDepth: 6.39ft. RightOverbankLength:38.8ftMaximumSectionArea: 123.8687ft^2 Maximumhydraulicradius: 3.11ft. ManningN:0.040toStation5.6Maxtopwidth: 35.57ft. "":0.040inmainChannelMaximumWettedPerimeter: 3.98E+01ft "":0.015Beyondstation25.4Maxleftbankarea: 17.71ft^2 Maxrightbankarea: 14.63ft^2 AllowableEncroachmentDepth:0.00ftMaxcenterchannelarea: 91.5279ft^2 NaturalCrossSectioninformationforChannelLink31 ===================================================== CrossSectionID(fromX1card):8.0Channelsequencenumber:8 LeftOverbankLength:240.3ftMaximumElevation: 27.85ft. MainChannelLength:199.7ftMaximumDepth: 16.36ft. RightOverbankLength:181.6ftMaximumSectionArea: 28065.25ft^2 Maximumhydraulicradius: 3.71ft. ManningN:0.070toStation4659.6Maxtopwidth: 7554.14ft. "":0.032inmainChannelMaximumWettedPerimeter: 7.56E+03ft "":0.070Beyondstation4835.3Maxleftbankarea: Page20 Coupland_Exist100yr.out 19000.27ft^2 Maxrightbankarea: 7493.03ft^2 AllowableEncroachmentDepth:0.00ftMaxcenterchannelarea: 1571.950ft^2 NaturalCrossSectioninformationforChannelLink33 ===================================================== CrossSectionID(fromX1card):9.0Channelsequencenumber:9 LeftOverbankLength:169.1ftMaximumElevation: 29.46ft. MainChannelLength:192.7ftMaximumDepth: 17.97ft. RightOverbankLength:192.5ftMaximumSectionArea: 30196.69ft^2 Maximumhydraulicradius: 4.88ft. ManningN:0.070toStation3428.2Maxtopwidth: 6181.63ft. "":0.032inmainChannelMaximumWettedPerimeter: 6.19E+03ft "":0.070Beyondstation3547.3Maxleftbankarea: 17628.50ft^2 Maxrightbankarea: 11171.67ft^2 AllowableEncroachmentDepth:0.00ftMaxcenterchannelarea: 1396.517ft^2 NaturalCrossSectioninformationforChannelLink34 ===================================================== CrossSectionID(fromX1card):10.0Channelsequencenumber:10 LeftOverbankLength:49.2ftMaximumElevation: 25.09ft. MainChannelLength:49.2ftMaximumDepth: 4.82ft. RightOverbankLength:49.2ftMaximumSectionArea: 78.2500ft^2 Maximumhydraulicradius: 1.63ft. ManningN:0.040toStation5.0Maxtopwidth: 45.00ft. "":0.040inmainChannelMaximumWettedPerimeter: 4.80E+01ft "":0.015Beyondstation25.0Maxleftbankarea: 9.80ft^2 Maxrightbankarea: Page21 Coupland_Exist100yr.out 6.02ft^2 AllowableEncroachmentDepth:0.00ftMaxcenterchannelarea: 62.4250ft^2 NaturalCrossSectioninformationforChannelLink36 ===================================================== CrossSectionID(fromX1card):11.0Channelsequencenumber:11 LeftOverbankLength:492.1ftMaximumElevation: 29.46ft. MainChannelLength:499.4ftMaximumDepth: 17.97ft. RightOverbankLength:512.7ftMaximumSectionArea: 30714.99ft^2 Maximumhydraulicradius: 4.83ft. ManningN:0.070toStation3592.7Maxtopwidth: 6305.50ft. "":0.032inmainChannelMaximumWettedPerimeter: 6.36E+03ft "":0.070Beyondstation3741.1Maxleftbankarea: 18443.26ft^2 Maxrightbankarea: 10717.92ft^2 AllowableEncroachmentDepth:0.00ftMaxcenterchannelarea: 1553.814ft^2 NaturalCrossSectioninformationforChannelLink37 ===================================================== CrossSectionID(fromX1card):12.0Channelsequencenumber:12 LeftOverbankLength:740.0ftMaximumElevation: 28.05ft. MainChannelLength:745.4ftMaximumDepth: 19.03ft. RightOverbankLength:747.9ftMaximumSectionArea: 27584.49ft^2 Maximumhydraulicradius: 3.59ft. ManningN:0.070toStation4926.5Maxtopwidth: 7672.71ft. "":0.032inmainChannelMaximumWettedPerimeter: 7.68E+03ft "":0.070Beyondstation5115.9Maxleftbankarea: 20807.75ft^2 Maxrightbankarea: 5154.22ft^2 AllowableEncroachmentDepth:0.00ftMaxcenterchannelarea: Page22 Coupland_Exist100yr.out 1622.518ft^2 NaturalCrossSectioninformationforChannelLink42.1.1 ===================================================== CrossSectionID(fromX1card):13.0Channelsequencenumber:13 LeftOverbankLength:20.3ftMaximumElevation: 28.40ft. MainChannelLength:20.0ftMaximumDepth: 19.94ft. RightOverbankLength:20.1ftMaximumSectionArea: 31373.45ft^2 Maximumhydraulicradius: 4.17ft. ManningN:0.070toStation4877.5Maxtopwidth: 7515.52ft. "":0.032inmainChannelMaximumWettedPerimeter: 7.52E+03ft "":0.070Beyondstation5060.6Maxleftbankarea: 22248.55ft^2 Maxrightbankarea: 7383.12ft^2 AllowableEncroachmentDepth:0.00ftMaxcenterchannelarea: 1741.771ft^2 NaturalCrossSectioninformationforChannelLink41 ===================================================== CrossSectionID(fromX1card):14.0Channelsequencenumber:14 LeftOverbankLength:133.6ftMaximumElevation: 25.09ft. MainChannelLength:133.6ftMaximumDepth: 4.82ft. RightOverbankLength:133.6ftMaximumSectionArea: 78.2500ft^2 Maximumhydraulicradius: 1.63ft. ManningN:0.040toStation5.0Maxtopwidth: 45.00ft. "":0.040inmainChannelMaximumWettedPerimeter: 4.80E+01ft "":0.015Beyondstation25.0Maxleftbankarea: 9.80ft^2 Maxrightbankarea: 6.02ft^2 AllowableEncroachmentDepth:0.00ftMaxcenterchannelarea: 62.4250ft^2 Page23 Coupland_Exist100yr.out NaturalCrossSectioninformationforChannelLink48 ===================================================== CrossSectionID(fromX1card):15.0Channelsequencenumber:15 LeftOverbankLength:38.3ftMaximumElevation: 27.82ft. MainChannelLength:38.3ftMaximumDepth: 16.33ft. RightOverbankLength:38.3ftMaximumSectionArea: 26945.91ft^2 Maximumhydraulicradius: 3.54ft. ManningN:0.070toStation4655.5Maxtopwidth: 7614.88ft. "":0.032inmainChannelMaximumWettedPerimeter: 7.62E+03ft "":0.070Beyondstation4770.5Maxleftbankarea: 18294.32ft^2 Maxrightbankarea: 7448.66ft^2 AllowableEncroachmentDepth:0.00ftMaxcenterchannelarea: 1202.931ft^2 *==================================================* |TableE1ConduitData| *==================================================* TrapezoidHazen InpConduitLengthConduitAreaManningMaxWidth DepthSideWilliams NumName(ft)Class(ft^2)Coef.(ft) (ft)Slopescfactor 1Link1468.3600Natural78.25000.040045.0000 4.8200 2Link1622.8500Natural78.25000.040045.0000 4.8200 3Link18243.1300Natural78.25000.040045.0000 4.8200 4Link20117.5100Natural85.77500.040040.0000 5.0200 5Link22282.4000Natural128.57500.040050.0000 5.3500 6Link24280.1300Natural112.85000.040045.0000 6.1100 7Link2638.8400Natural123.86870.040035.5700 Page24 Coupland_Exist100yr.out 6.3900 8Link31199.6800Natural28065.2470.03207554.1400 16.3600 9Link33192.6600Natural30196.6930.03206181.6300 17.9700 10Link3449.2500Natural78.25000.040045.0000 4.8200 11Link36499.4300Natural30714.9930.03206305.5000 17.9700 12Link37745.4400Natural27584.4860.03207672.7100 19.0300 13Link42.1.120.0100Natural31373.4460.03207515.5200 19.9400 14Link41133.5500Natural78.25000.040045.0000 4.8200 15Link4838.2600Natural26945.9110.03207614.8800 16.3300 16227.133.3500Circular4.90870.01502.5000 2.5000 17231.137.5400Circular4.90870.01502.5000 2.5000 18235.133.2900Circular4.90870.01302.5000 2.5000 19239.133.2700Circular4.90870.01502.5000 2.5000 20243.133.5900Circular4.90870.01502.5000 2.5000 21247.123.9600Circular4.90870.01302.5000 2.5000 22251.148.0400Circular4.90870.01502.5000 2.5000 23255.1124.5900Circular7.06860.01303.0000 3.0000 Totallengthofallconduits....3299.1300feet *===================================================* |Iftherearemessagesabout(sqrt(g*d)*dt/dx),or| |thesqrt(wavecelerity)*timestep/conduitlength| |intheoutputfileallitmeansisthatthe| |programwilllowertheinternaltimestepto| |satisfythiscondition(explicitcondition).| |Youcontroltheactualinternaltimestepby| |usingtheminimumcouranttimestepfactorinthe| |HYDRAULICSjobcontrol.Themessageputinwords| |statesthatthesmallestconduitwiththefastest| |velocitywillcontrolthetimestepselection.| |Youhavefurthercontrolbyusingthemodify| |conduitoptionintheHYDRAULICSJobControl.| Page25 Coupland_Exist100yr.out *===================================================* ConduitCourant NameRatio Link1410.95===>Warning!(sqrt(wavecelerity)*time step/conduitlength) Link1632.75===>Warning!(sqrt(wavecelerity)*time step/conduitlength) Link183.08===>Warning!(sqrt(wavecelerity)*time step/conduitlength) Link207.07===>Warning!(sqrt(wavecelerity)*time step/conduitlength) Link223.22===>Warning!(sqrt(wavecelerity)*time step/conduitlength) Link243.21===>Warning!(sqrt(wavecelerity)*time step/conduitlength) Link2627.26===>Warning!(sqrt(wavecelerity)*time step/conduitlength) Link315.48===>Warning!(sqrt(wavecelerity)*time step/conduitlength) Link336.20===>Warning!(sqrt(wavecelerity)*time step/conduitlength) Link3415.19===>Warning!(sqrt(wavecelerity)*time step/conduitlength) Link362.38===>Warning!(sqrt(wavecelerity)*time step/conduitlength) Link371.21===>Warning!(sqrt(wavecelerity)*time step/conduitlength) Link42.1.142.45===>Warning!(sqrt(wavecelerity)*time step/conduitlength) Link415.60===>Warning!(sqrt(wavecelerity)*time step/conduitlength) Link4827.90===>Warning!(sqrt(wavecelerity)*time step/conduitlength) 227.126.90===>Warning!(sqrt(wavecelerity)*time step/conduitlength) 231.123.90===>Warning!(sqrt(wavecelerity)*time step/conduitlength) 235.126.95===>Warning!(sqrt(wavecelerity)*time step/conduitlength) 239.126.97===>Warning!(sqrt(wavecelerity)*time step/conduitlength) 243.126.71===>Warning!(sqrt(wavecelerity)*time step/conduitlength) 247.137.45===>Warning!(sqrt(wavecelerity)*time step/conduitlength) Page26 Coupland_Exist100yr.out 251.118.68===>Warning!(sqrt(wavecelerity)*time step/conduitlength) 255.17.89===>Warning!(sqrt(wavecelerity)*time step/conduitlength) *==================* |ConduitVolume| *==================* Fullpipeorfullopenconduitvolume Inputfulldepthvolume............4.9108E+07cubicfeet ===>Warning!!Theupstreamanddownstreamjunctionsforthefollowingconduits havebeenreversedtocorrespondtothepositiveflowand decreasing slopeconvention.Anegativeflowintheoutputthusmeans theflowwasfromyouroriginalupstreamjunctiontoyouroriginal downstreamjunction.Anyinitialflowhasbeenmultipliedby1. 1.Conduit#...Link22hasbeenchanged. 2.Conduit#...Link34hasbeenchanged. 3.Conduit#...235.1hasbeenchanged. 4.Conduit#...239.1hasbeenchanged. 5.Conduit#...243.1hasbeenchanged. 6.Conduit#...247.1hasbeenchanged. *===================================================* |TableE3aJunctionData| *===================================================* InpJunctionGroundCrownInvertQinstInitial Interface NumNameElevationElevationElevationcfsDepthftFlow (%) 1Node1340.000027.860022.74000.00000.0000 100.0000 2Node1440.000027.820022.70000.00000.0000 100.0000 3Node1540.000026.320021.20000.00000.0000 100.0000 4Node1640.000026.620021.16000.00000.0000 100.0000 5Node1740.000025.510020.31000.00000.0000 100.0000 6Node1940.000024.520019.43000.00000.0000 Page27 Coupland_Exist100yr.out 100.0000 7Node2040.000025.170019.63000.00000.0000 100.0000 8Node2140.000024.710019.69000.00000.0000 100.0000 9Node2240.000025.500019.80000.00000.0000 100.0000 10Node2340.000025.520019.45000.00000.0000 100.0000 11Node2440.000026.280019.87000.00000.0000 100.0000 12Node2540.000025.910019.57000.00000.0000 100.0000 13Node2640.000025.240018.85000.00000.0000 100.0000 14Node2740.000024.610018.22000.00000.0000 100.0000 15Node2840.000029.440011.47000.00000.0000 100.0000 16Node3140.000027.840011.48000.00000.0000 100.0000 17Node3340.000029.430011.46000.00000.0000 100.0000 18Node3540.000027.820011.49000.00000.0000 100.0000 19Node3640.000028.05009.02000.00000.0000 100.0000 20Node3740.000028.40008.46000.00000.0000 100.0000 21Node4140.000028.40008.46000.00000.0000 100.0000 22Node18.1.140.000025.570014.99000.00000.0000 100.0000 23Node34.1.140.000027.100016.32000.00000.0000 100.0000 24Node3940.000027.970023.15000.00000.0000 100.0000 *===================================================* |TableE3bJunctionData| *===================================================* InpJunctionXYTypeofTypeof MaximumPavement NumNameCoord.Coord.ManholeInlet CapacityShapeSlope Page28 Coupland_Exist100yr.out 1Node130.00000.0000NoPondingNormal 00.00 2Node140.00000.0000NoPondingNormal 00.00 3Node150.00000.0000NoPondingNormal 00.00 4Node160.00000.0000NoPondingNormal 00.00 5Node170.00000.0000NoPondingNormal 00.00 6Node190.00000.0000NoPondingNormal 00.00 7Node200.00000.0000NoPondingNormal 00.00 8Node210.00000.0000NoPondingNormal 00.00 9Node220.00000.0000NoPondingNormal 00.00 10Node230.00000.0000NoPondingNormal 00.00 11Node240.00000.0000NoPondingNormal 00.00 12Node250.00000.0000NoPondingNormal 00.00 13Node260.00000.0000NoPondingNormal 00.00 14Node270.00000.0000NoPondingNormal 00.00 15Node280.00000.0000NoPondingNormal 00.00 16Node310.00000.0000NoPondingNormal 00.00 17Node330.00000.0000NoPondingNormal 00.00 18Node350.00000.0000NoPondingNormal 00.00 19Node360.00000.0000NoPondingNormal 00.00 20Node370.00000.0000NoPondingNormal 00.00 21Node410.00000.0000NoPondingNormal 00.00 22Node18.1.10.00000.0000NoPondingNormal 00.00 23Node34.1.10.00000.0000NoPondingNormal 00.00 24Node390.00000.0000NoPondingNormal Page29 Coupland_Exist100yr.out 00.00 *===================================================* |TableE4ConduitConnectivity| *===================================================* InputConduitUpstreamDownstream UpstreamDownstream NumberNameNodeNode ElevationElevation ================================================================== ================== 1Link14Node14Node15 23.000021.5000NoDesign 2Link16Node16Node17 21.800020.6900NoDesign 3Link18Node18.1.1Node19 20.750019.7000NoDesign 4Link20Node20Node21 20.150019.6900NoDesign 5Link22Node23Node22 20.170020.1500NoDesign 6Link24Node24Node25 20.170019.8000NoDesign 7Link26Node26Node27 18.850018.2200NoDesign 8Link31Node31Node28 11.480011.4700NoDesign 9Link33Node28Node33 11.470011.4600NoDesign 10Link34Node13Node34.1.1 23.040022.2800NoDesign 11Link36Node33Node36 11.46009.0200NoDesign 12Link37Node36Node37 9.02008.4600NoDesign 13Link42.1.1Node37Node41 8.46008.4600NoDesign 14Link41Node39Node34.1.1 23.150022.2800NoDesign 15Link48Node35Node31 11.490011.4800NoDesign 16227.1Node13Node14 22.740022.7000NoDesign 17231.1Node15Node16 21.200021.1600NoDesign 18235.1Node18.1.1Node17 Page30 Coupland_Exist100yr.out 20.450020.3100NoDesign 19239.1Node20Node19 19.710019.4300NoDesign 20243.1Node22Node21 20.150020.0300NoDesign 21247.1Node24Node23 19.870019.4500NoDesign 22251.1Node25Node26 19.800019.5400NoDesign 23255.1Node27Node28 18.800016.2700NoDesign *===========================================* |WeirData| *===========================================* WeirFromToCrest WeirWeirDischargeWeir NameJunctionJunctionTypeHeight(ft) Top(ft)Length(ft)CoefficientPower W14Node13Node1410.91 17.2633.352.67001.5000 W15Node15Node1612.99 18.8037.542.67001.5000 W17Node17Node18.1.113.17 19.6933.292.67001.5000 W20Node19Node2014.45 20.5733.272.67001.5000 W21Node21Node2214.12 20.3133.592.67001.5000 W24Node23Node2413.76 20.5523.962.67001.5000 W25Node25Node2614.55 20.4348.042.67001.5000 W27Node27Node2815.25 21.78124.592.67001.5000 *================================================* |FREEOUTFALLDATA(DATAGROUPI1)| |BOUNDARYCONDITIONONDATAGROUPJ1| *================================================* OutfallatJunction....Node41hasboundaryconditionnumber...1 Page31 Coupland_Exist100yr.out *=============================================* |WeirOutfallData| |BoundaryConditionondatagroupJ1| *=============================================* *================================================* |INTERNALCONNECTIVITYINFORMATION| *================================================* CONDUITJUNCTIONJUNCTION W14Node13Node14 W15Node15Node16 W17Node17Node18.1.1 W20Node19Node20 W21Node21Node22 W24Node23Node24 W25Node25Node26 W27Node27Node28 FREE#1Node41BOUNDARY *===================================================* |BoundaryConditionInformation| |DataGroupsJ1J4| *===================================================* BCNUMBER..1hasnocontrolwatersurface. *===================================================* |XPNoteFieldSummary| *===================================================* *=================================* |ConduitConvergenceCriteria| *=================================* ConduitFullConduit NameFlowSlope Link14596.74830.0219 Page32 Coupland_Exist100yr.out Link16887.90190.0486 Link18264.74150.0043 Link20316.72760.0039 Link2272.59770.0001 Link24267.18700.0013 Link261249.14600.0162 Link3122103.95530.0001 Link3329068.20890.0001 Link34500.43800.0154 Link36284978.98490.0049 Link3782357.79760.0008 Link42.1.111938.34210.0000 Link41325.15040.0065 Link4846955.91260.0003 227.112.31120.0012 231.111.60380.0011 235.126.59940.0042 239.132.61140.0084 243.121.24730.0036 247.154.30580.0175 251.126.15190.0054 255.195.04600.0203 *=================================* |InitialModelCondition| |InitialTime=0.03hours| Page33 Coupland_Exist100yr.out *=================================* Junction/Depth/Elevation===>"*"JunctionisSurcharged. Node13/0.00/22.74Node14/0.00/22.70 Node15/0.00/21.20 Node16/0.00/21.16Node17/0.00/20.31 Node19/0.00/19.43 Node20/0.00/19.63Node21/0.00/19.69 Node22/0.00/19.80 Node23/0.00/19.45Node24/0.00/19.87 Node25/0.00/19.57 Node26/0.00/18.85Node27/0.00/18.22 Node28/0.00/11.47 Node31/0.00/11.48Node33/0.00/11.46 Node35/0.00/11.49 Node36/0.00/9.02Node37/0.00/8.46 Node41/0.00/8.46 Node18.1.1/0.00/14.99Node34.1.1/0.00/16.32 Node39/0.00/23.15 Conduit/FLOW===>"*"Conduitusesthenormalflowoption. Link14/0.00Link16/0.00 Link18/0.00 Link20/0.00Link22/0.00 Link24/0.00 Link26/0.00Link31/0.00 Link33/0.00 Link34/0.00Link36/0.00 Link37/0.00 Link42.1.1/0.00Link41/0.00 Link48/0.00 227.1/0.00231.1/0.00 235.1/0.00 239.1/0.00243.1/0.00 247.1/0.00 251.1/0.00255.1/0.00 W14/0.00 W15/0.00W17/0.00 W20/0.00 W21/0.00W24/0.00 W25/0.00 W27/0.00FREE#1/0.00 Conduit/Velocity Link14/0.00Link16/0.00 Link18/0.00 Link20/0.00Link22/0.00 Link24/0.00 Page34 Coupland_Exist100yr.out Link26/0.00Link31/0.00 Link33/0.00 Link34/0.00Link36/0.00 Link37/0.00 Link42.1.1/0.00Link41/0.00 Link48/0.00 227.1/0.00231.1/0.00 235.1/0.00 239.1/0.00243.1/0.00 247.1/0.00 251.1/0.00255.1/0.00 Conduit/CrossSectionalArea Link14/0.00Link16/0.00 Link18/0.00 Link20/0.00Link22/0.00 Link24/0.00 Link26/0.00Link31/0.00 Link33/0.00 Link34/0.00Link36/0.00 Link37/0.00 Link42.1.1/0.00Link41/0.00 Link48/0.00 227.1/0.00231.1/0.00 235.1/0.00 239.1/0.00243.1/0.00 247.1/0.00 251.1/0.00255.1/0.00 Conduit/HydraulicRadius Link14/0.00Link16/0.00 Link18/0.00 Link20/0.00Link22/0.00 Link24/0.00 Link26/0.00Link31/0.00 Link33/0.00 Link34/0.00Link36/0.00 Link37/0.00 Link42.1.1/0.00Link41/0.00 Link48/0.00 227.1/0.00231.1/0.00 235.1/0.00 239.1/0.00243.1/0.00 247.1/0.00 251.1/0.00255.1/0.00 Conduit/Upstream/DownstreamElevation Link14/21.20/21.20Link16/20.31/20.31 Page35 Coupland_Exist100yr.out Link18/19.43/19.43 Link20/19.69/19.69Link22/19.80/19.80 Link24/19.57/19.57 Link26/18.22/18.22Link31/11.47/11.47 Link33/11.46/11.46 Link34/16.32/16.32Link36/9.02/9.02 Link37/8.46/8.46 Link42.1.1/8.46/8.46Link41/16.32/16.32 Link48/11.48/11.48 227.1/22.70/22.70231.1/21.16/21.16 235.1/20.31/20.31 239.1/19.43/19.43243.1/19.69/19.69 247.1/19.45/19.45 251.1/18.85/18.85255.1/11.47/11.47 ########ImportantInformation######## Starttimeofuserhydrographswas...0.000000000000000E+000 Starttimeofthesimulationwas.....0.000000000000000E+000 Foundamatchbetweenuserhydrographandsimulationstarttime. ================================================================================ ===>Systeminflows(datagroupK3)at0.00hours(Junction/Inflow,cfs) Node35/0.00E+00 ######################################## ===>Systeminflows(datagroupK3)at0.03hours(Junction/Inflow,cfs) Node35/0.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at0.08hours(Junction/Inflow,cfs) Node35/0.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at0.19hours(Junction/Inflow,cfs) Node35/0.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at0.25hours(Junction/Inflow,cfs) Node35/0.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at0.33hours(Junction/Inflow,cfs) Node35/0.00E+00 Page36 Coupland_Exist100yr.out ######################################## ######################################## ===>Systeminflows(datagroupK3)at0.44hours(Junction/Inflow,cfs) Node35/0.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at0.50hours(Junction/Inflow,cfs) Node35/0.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at0.58hours(Junction/Inflow,cfs) Node35/0.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at0.69hours(Junction/Inflow,cfs) Node35/1.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at0.78hours(Junction/Inflow,cfs) Node35/3.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at0.83hours(Junction/Inflow,cfs) Node35/7.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at0.94hours(Junction/Inflow,cfs) Node35/1.20E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at1.03hours(Junction/Inflow,cfs) Node35/1.80E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at1.08hours(Junction/Inflow,cfs) Node35/2.50E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at1.19hours(Junction/Inflow,cfs) Page37 Coupland_Exist100yr.out Node35/3.10E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at1.25hours(Junction/Inflow,cfs) Node35/3.70E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at1.33hours(Junction/Inflow,cfs) Node35/4.30E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at1.44hours(Junction/Inflow,cfs) Node35/4.90E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at1.50hours(Junction/Inflow,cfs) Node35/5.50E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at1.58hours(Junction/Inflow,cfs) Node35/6.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at1.69hours(Junction/Inflow,cfs) Node35/6.60E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at1.75hours(Junction/Inflow,cfs) Node35/7.20E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at1.83hours(Junction/Inflow,cfs) Node35/7.70E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at1.94hours(Junction/Inflow,cfs) Node35/8.30E+00 ######################################## Page38 Coupland_Exist100yr.out ######################################## ===>Systeminflows(datagroupK3)at2.00hours(Junction/Inflow,cfs) Node35/8.80E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at2.08hours(Junction/Inflow,cfs) Node35/9.30E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at2.19hours(Junction/Inflow,cfs) Node35/9.80E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at2.25hours(Junction/Inflow,cfs) Node35/1.03E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at2.33hours(Junction/Inflow,cfs) Node35/1.08E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at2.44hours(Junction/Inflow,cfs) Node35/1.13E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at2.50hours(Junction/Inflow,cfs) Node35/1.18E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at2.58hours(Junction/Inflow,cfs) Node35/1.23E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at2.69hours(Junction/Inflow,cfs) Node35/1.28E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at2.75hours(Junction/Inflow,cfs) Page39 Coupland_Exist100yr.out Node35/1.32E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at2.83hours(Junction/Inflow,cfs) Node35/1.37E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at2.94hours(Junction/Inflow,cfs) Node35/1.41E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at3.00hours(Junction/Inflow,cfs) Node35/1.46E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at3.08hours(Junction/Inflow,cfs) Node35/1.50E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at3.19hours(Junction/Inflow,cfs) Node35/1.54E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at3.25hours(Junction/Inflow,cfs) Node35/1.59E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at3.33hours(Junction/Inflow,cfs) Node35/1.63E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at3.44hours(Junction/Inflow,cfs) Node35/1.67E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at3.50hours(Junction/Inflow,cfs) Node35/1.71E+01 ######################################## ######################################## Page40 Coupland_Exist100yr.out ===>Systeminflows(datagroupK3)at3.58hours(Junction/Inflow,cfs) Node35/1.75E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at3.69hours(Junction/Inflow,cfs) Node35/1.79E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at3.75hours(Junction/Inflow,cfs) Node35/1.83E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at3.83hours(Junction/Inflow,cfs) Node35/1.87E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at3.94hours(Junction/Inflow,cfs) Node35/1.91E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at4.00hours(Junction/Inflow,cfs) Node35/1.95E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at4.08hours(Junction/Inflow,cfs) Node35/1.98E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at4.19hours(Junction/Inflow,cfs) Node35/2.02E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at4.25hours(Junction/Inflow,cfs) Node35/2.06E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at4.33hours(Junction/Inflow,cfs) Node35/2.09E+01 Page41 Coupland_Exist100yr.out ######################################## ######################################## ===>Systeminflows(datagroupK3)at4.44hours(Junction/Inflow,cfs) Node35/2.13E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at4.50hours(Junction/Inflow,cfs) Node35/2.16E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at4.58hours(Junction/Inflow,cfs) Node35/2.20E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at4.69hours(Junction/Inflow,cfs) Node35/2.23E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at4.75hours(Junction/Inflow,cfs) Node35/2.26E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at4.83hours(Junction/Inflow,cfs) Node35/2.30E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at4.94hours(Junction/Inflow,cfs) Node35/2.34E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at5.00hours(Junction/Inflow,cfs) Node35/2.38E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at5.08hours(Junction/Inflow,cfs) Node35/2.42E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at5.19hours(Junction/Inflow,cfs) Page42 Coupland_Exist100yr.out Node35/2.47E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at5.25hours(Junction/Inflow,cfs) Node35/2.53E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at5.33hours(Junction/Inflow,cfs) Node35/2.59E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at5.44hours(Junction/Inflow,cfs) Node35/2.65E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at5.50hours(Junction/Inflow,cfs) Node35/2.72E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at5.58hours(Junction/Inflow,cfs) Node35/2.79E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at5.69hours(Junction/Inflow,cfs) Node35/2.87E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at5.75hours(Junction/Inflow,cfs) Node35/2.95E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at5.83hours(Junction/Inflow,cfs) Node35/3.03E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at5.94hours(Junction/Inflow,cfs) Node35/3.11E+01 ######################################## Page43 Coupland_Exist100yr.out ######################################## ===>Systeminflows(datagroupK3)at6.00hours(Junction/Inflow,cfs) Node35/3.20E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at6.08hours(Junction/Inflow,cfs) Node35/3.29E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at6.19hours(Junction/Inflow,cfs) Node35/3.38E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at6.25hours(Junction/Inflow,cfs) Node35/3.48E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at6.33hours(Junction/Inflow,cfs) Node35/3.58E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at6.44hours(Junction/Inflow,cfs) Node35/3.68E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at6.50hours(Junction/Inflow,cfs) Node35/3.78E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at6.58hours(Junction/Inflow,cfs) Node35/3.88E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at6.69hours(Junction/Inflow,cfs) Node35/3.98E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at6.75hours(Junction/Inflow,cfs) Page44 Coupland_Exist100yr.out Node35/4.09E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at6.83hours(Junction/Inflow,cfs) Node35/4.20E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at6.94hours(Junction/Inflow,cfs) Node35/4.31E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at7.00hours(Junction/Inflow,cfs) Node35/4.42E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at7.08hours(Junction/Inflow,cfs) Node35/4.53E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at7.19hours(Junction/Inflow,cfs) Node35/4.64E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at7.25hours(Junction/Inflow,cfs) Node35/4.76E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at7.33hours(Junction/Inflow,cfs) Node35/4.88E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at7.44hours(Junction/Inflow,cfs) Node35/4.99E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at7.50hours(Junction/Inflow,cfs) Node35/5.11E+01 ######################################## ######################################## Page45 Coupland_Exist100yr.out ===>Systeminflows(datagroupK3)at7.58hours(Junction/Inflow,cfs) Node35/5.23E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at7.69hours(Junction/Inflow,cfs) Node35/5.35E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at7.75hours(Junction/Inflow,cfs) Node35/5.47E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at7.83hours(Junction/Inflow,cfs) Node35/5.59E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at7.94hours(Junction/Inflow,cfs) Node35/5.71E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at8.00hours(Junction/Inflow,cfs) Node35/5.83E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at8.08hours(Junction/Inflow,cfs) Node35/5.96E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at8.19hours(Junction/Inflow,cfs) Node35/6.08E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at8.25hours(Junction/Inflow,cfs) Node35/6.21E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at8.33hours(Junction/Inflow,cfs) Node35/6.34E+01 Page46 Coupland_Exist100yr.out ######################################## ######################################## ===>Systeminflows(datagroupK3)at8.44hours(Junction/Inflow,cfs) Node35/6.47E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at8.50hours(Junction/Inflow,cfs) Node35/6.60E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at8.58hours(Junction/Inflow,cfs) Node35/6.73E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at8.69hours(Junction/Inflow,cfs) Node35/6.87E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at8.75hours(Junction/Inflow,cfs) Node35/7.01E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at8.83hours(Junction/Inflow,cfs) Node35/7.15E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at8.94hours(Junction/Inflow,cfs) Node35/7.29E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at9.00hours(Junction/Inflow,cfs) Node35/7.44E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at9.08hours(Junction/Inflow,cfs) Node35/7.58E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at9.19hours(Junction/Inflow,cfs) Page47 Coupland_Exist100yr.out Node35/7.73E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at9.25hours(Junction/Inflow,cfs) Node35/7.89E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at9.33hours(Junction/Inflow,cfs) Node35/8.04E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at9.44hours(Junction/Inflow,cfs) Node35/8.20E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at9.50hours(Junction/Inflow,cfs) Node35/8.36E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at9.58hours(Junction/Inflow,cfs) Node35/8.52E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at9.69hours(Junction/Inflow,cfs) Node35/8.68E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at9.75hours(Junction/Inflow,cfs) Node35/8.85E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at9.83hours(Junction/Inflow,cfs) Node35/9.02E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at9.94hours(Junction/Inflow,cfs) Node35/9.19E+01 ######################################## Page48 Coupland_Exist100yr.out ######################################## ===>Systeminflows(datagroupK3)at10.00hours(Junction/Inflow,cfs) Node35/9.36E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at10.08hours(Junction/Inflow,cfs) Node35/9.54E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at10.19hours(Junction/Inflow,cfs) Node35/9.73E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at10.25hours(Junction/Inflow,cfs) Node35/9.91E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at10.33hours(Junction/Inflow,cfs) Node35/1.01E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at10.44hours(Junction/Inflow,cfs) Node35/1.03E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at10.50hours(Junction/Inflow,cfs) Node35/1.05E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at10.58hours(Junction/Inflow,cfs) Node35/1.07E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at10.69hours(Junction/Inflow,cfs) Node35/1.09E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at10.75hours(Junction/Inflow,cfs) Page49 Coupland_Exist100yr.out Node35/1.11E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at10.83hours(Junction/Inflow,cfs) Node35/1.13E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at10.94hours(Junction/Inflow,cfs) Node35/1.15E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at11.00hours(Junction/Inflow,cfs) Node35/1.18E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at11.08hours(Junction/Inflow,cfs) Node35/1.20E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at11.19hours(Junction/Inflow,cfs) Node35/1.22E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at11.25hours(Junction/Inflow,cfs) Node35/1.24E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at11.33hours(Junction/Inflow,cfs) Node35/1.27E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at11.44hours(Junction/Inflow,cfs) Node35/1.29E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at11.50hours(Junction/Inflow,cfs) Node35/1.32E+02 ######################################## ######################################## Page50 Coupland_Exist100yr.out ===>Systeminflows(datagroupK3)at11.58hours(Junction/Inflow,cfs) Node35/1.34E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at11.69hours(Junction/Inflow,cfs) Node35/1.36E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at11.75hours(Junction/Inflow,cfs) Node35/1.39E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at11.83hours(Junction/Inflow,cfs) Node35/1.42E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at11.94hours(Junction/Inflow,cfs) Node35/1.44E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at12.00hours(Junction/Inflow,cfs) Node35/1.47E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at12.08hours(Junction/Inflow,cfs) Node35/1.50E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at12.19hours(Junction/Inflow,cfs) Node35/1.52E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at12.25hours(Junction/Inflow,cfs) Node35/1.55E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at12.33hours(Junction/Inflow,cfs) Node35/1.58E+02 Page51 Coupland_Exist100yr.out ######################################## ######################################## ===>Systeminflows(datagroupK3)at12.44hours(Junction/Inflow,cfs) Node35/1.61E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at12.50hours(Junction/Inflow,cfs) Node35/1.64E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at12.58hours(Junction/Inflow,cfs) Node35/1.68E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at12.69hours(Junction/Inflow,cfs) Node35/1.71E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at12.75hours(Junction/Inflow,cfs) Node35/1.74E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at12.83hours(Junction/Inflow,cfs) Node35/1.78E+02 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Node35/2.09E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at13.44hours(Junction/Inflow,cfs) Node35/2.18E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at13.50hours(Junction/Inflow,cfs) Node35/2.26E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at13.58hours(Junction/Inflow,cfs) Node35/2.34E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at13.69hours(Junction/Inflow,cfs) Node35/2.43E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at13.75hours(Junction/Inflow,cfs) Node35/2.51E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at13.83hours(Junction/Inflow,cfs) Node35/2.60E+02 ######################################## Cycle500Time13Hrs53.33Min Junction/Depth/Elevation===>"*"JunctionisSurcharged. Node13/0.97/23.71Node14/0.99/23.69 Page53 Coupland_Exist100yr.out Node15/1.21/22.41 Node16/1.24/22.40Node17/2.02/22.33 Node19/2.78/22.21 Node20/2.55/22.18Node21/2.45/22.14 Node22/2.31/22.11 Node23/2.55/22.00Node24/2.11/21.98 Node25/1.34/20.91 Node26/1.13/19.98Node27/1.26/19.48 Node28/4.40/15.87 Node31/4.46/15.94Node33/4.27/15.73 Node35/4.47/15.96 Node36/6.55/15.57Node37/7.00/15.46 Node41/7.00/15.46 Node18.1.1/7.34/22.33Node34.1.1/7.43/23.75 Node39/0.70/23.85 Conduit/FLOW===>"*"Conduitusesthenormalflowoption. Link14/3.67*Link16/3.67* Link18/6.24Link20/11.50 Link22/11.15Link24/10.81 Link26/10.71Link31/254.88 Link33/262.53Link34/3.74 Link36/256.24Link37/243.13 Link42.1.1/235.32Link41/1.05 Link48/256.84227.1/2.58 231.1/3.67235.1/3.84 239.1/11.59243.1/11.40 247.1/10.91251.1/10.72 255.1/10.68W14/1.13 W15/0.00W17/0.00 W20/0.00W21/0.00 W24/0.00W25/0.00 W27/0.00FREE#1/235.09 ######################################## ===>Systeminflows(datagroupK3)at13.94hours(Junction/Inflow,cfs) Node35/2.69E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at14.00hours(Junction/Inflow,cfs) Node35/2.78E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at14.08hours(Junction/Inflow,cfs) Node35/2.87E+02 ######################################## Page54 Coupland_Exist100yr.out ######################################## ===>Systeminflows(datagroupK3)at14.19hours(Junction/Inflow,cfs) Node35/2.97E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at14.25hours(Junction/Inflow,cfs) Node35/3.06E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at14.33hours(Junction/Inflow,cfs) Node35/3.16E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at14.44hours(Junction/Inflow,cfs) Node35/3.27E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at14.50hours(Junction/Inflow,cfs) Node35/3.37E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at14.58hours(Junction/Inflow,cfs) Node35/3.48E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at14.69hours(Junction/Inflow,cfs) Node35/3.60E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at14.75hours(Junction/Inflow,cfs) Node35/3.72E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at14.83hours(Junction/Inflow,cfs) Node35/3.85E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at14.94hours(Junction/Inflow,cfs) Page55 Coupland_Exist100yr.out Node35/3.98E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at15.00hours(Junction/Inflow,cfs) Node35/4.12E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at15.08hours(Junction/Inflow,cfs) Node35/4.27E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at15.19hours(Junction/Inflow,cfs) Node35/4.41E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at15.25hours(Junction/Inflow,cfs) Node35/4.57E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at15.33hours(Junction/Inflow,cfs) Node35/4.73E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at15.44hours(Junction/Inflow,cfs) Node35/4.90E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at15.50hours(Junction/Inflow,cfs) Node35/5.09E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at15.58hours(Junction/Inflow,cfs) Node35/5.31E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at15.69hours(Junction/Inflow,cfs) Node35/5.56E+02 ######################################## ######################################## Page56 Coupland_Exist100yr.out ===>Systeminflows(datagroupK3)at15.75hours(Junction/Inflow,cfs) Node35/5.86E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at15.83hours(Junction/Inflow,cfs) Node35/6.26E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at15.94hours(Junction/Inflow,cfs) Node35/6.79E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at16.00hours(Junction/Inflow,cfs) Node35/7.59E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at16.08hours(Junction/Inflow,cfs) Node35/8.71E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at16.19hours(Junction/Inflow,cfs) Node35/1.00E+03 ######################################## ######################################## ===>Systeminflows(datagroupK3)at16.25hours(Junction/Inflow,cfs) Node35/1.13E+03 ######################################## ######################################## ===>Systeminflows(datagroupK3)at16.33hours(Junction/Inflow,cfs) Node35/1.23E+03 ######################################## ######################################## ===>Systeminflows(datagroupK3)at16.44hours(Junction/Inflow,cfs) Node35/1.30E+03 ######################################## ######################################## ===>Systeminflows(datagroupK3)at16.50hours(Junction/Inflow,cfs) Node35/1.33E+03 Page57 Coupland_Exist100yr.out ######################################## ######################################## ===>Systeminflows(datagroupK3)at16.58hours(Junction/Inflow,cfs) Node35/1.36E+03 ######################################## ######################################## ===>Systeminflows(datagroupK3)at16.69hours(Junction/Inflow,cfs) Node35/1.37E+03 ######################################## ######################################## ===>Systeminflows(datagroupK3)at16.75hours(Junction/Inflow,cfs) Node35/1.38E+03 ######################################## ######################################## ===>Systeminflows(datagroupK3)at16.83hours(Junction/Inflow,cfs) Node35/1.38E+03 ######################################## ######################################## ===>Systeminflows(datagroupK3)at16.94hours(Junction/Inflow,cfs) Node35/1.38E+03 ######################################## ######################################## ===>Systeminflows(datagroupK3)at17.00hours(Junction/Inflow,cfs) Node35/1.38E+03 ######################################## ######################################## ===>Systeminflows(datagroupK3)at17.08hours(Junction/Inflow,cfs) Node35/1.38E+03 ######################################## ######################################## ===>Systeminflows(datagroupK3)at17.19hours(Junction/Inflow,cfs) Node35/1.38E+03 ######################################## ######################################## ===>Systeminflows(datagroupK3)at17.25hours(Junction/Inflow,cfs) Node35/1.38E+03 ######################################## ######################################## ===>Systeminflows(datagroupK3)at17.33hours(Junction/Inflow,cfs) Page58 Coupland_Exist100yr.out Node35/1.37E+03 ######################################## ######################################## ===>Systeminflows(datagroupK3)at17.44hours(Junction/Inflow,cfs) Node35/1.37E+03 ######################################## ######################################## ===>Systeminflows(datagroupK3)at17.50hours(Junction/Inflow,cfs) Node35/1.37E+03 ######################################## ######################################## ===>Systeminflows(datagroupK3)at17.58hours(Junction/Inflow,cfs) Node35/1.36E+03 ######################################## ######################################## ===>Systeminflows(datagroupK3)at17.69hours(Junction/Inflow,cfs) Node35/1.35E+03 ######################################## ######################################## ===>Systeminflows(datagroupK3)at17.75hours(Junction/Inflow,cfs) Node35/1.35E+03 ######################################## ######################################## ===>Systeminflows(datagroupK3)at17.83hours(Junction/Inflow,cfs) Node35/1.34E+03 ######################################## ######################################## ===>Systeminflows(datagroupK3)at17.94hours(Junction/Inflow,cfs) Node35/1.33E+03 ######################################## ######################################## ===>Systeminflows(datagroupK3)at18.00hours(Junction/Inflow,cfs) Node35/1.32E+03 ######################################## ######################################## ===>Systeminflows(datagroupK3)at18.08hours(Junction/Inflow,cfs) Node35/1.31E+03 ######################################## Page59 Coupland_Exist100yr.out ######################################## ===>Systeminflows(datagroupK3)at18.19hours(Junction/Inflow,cfs) Node35/1.30E+03 ######################################## ######################################## ===>Systeminflows(datagroupK3)at18.25hours(Junction/Inflow,cfs) Node35/1.29E+03 ######################################## ######################################## ===>Systeminflows(datagroupK3)at18.33hours(Junction/Inflow,cfs) Node35/1.28E+03 ######################################## ######################################## ===>Systeminflows(datagroupK3)at18.44hours(Junction/Inflow,cfs) Node35/1.27E+03 ######################################## ######################################## ===>Systeminflows(datagroupK3)at18.50hours(Junction/Inflow,cfs) Node35/1.26E+03 ######################################## ######################################## ===>Systeminflows(datagroupK3)at18.58hours(Junction/Inflow,cfs) Node35/1.25E+03 ######################################## ######################################## ===>Systeminflows(datagroupK3)at18.69hours(Junction/Inflow,cfs) Node35/1.24E+03 ######################################## ######################################## ===>Systeminflows(datagroupK3)at18.75hours(Junction/Inflow,cfs) Node35/1.23E+03 ######################################## ######################################## ===>Systeminflows(datagroupK3)at18.83hours(Junction/Inflow,cfs) Node35/1.22E+03 ######################################## ######################################## ===>Systeminflows(datagroupK3)at18.94hours(Junction/Inflow,cfs) Page60 Coupland_Exist100yr.out Node35/1.21E+03 ######################################## ######################################## ===>Systeminflows(datagroupK3)at19.00hours(Junction/Inflow,cfs) Node35/1.20E+03 ######################################## ######################################## ===>Systeminflows(datagroupK3)at19.08hours(Junction/Inflow,cfs) Node35/1.19E+03 ######################################## ######################################## ===>Systeminflows(datagroupK3)at19.19hours(Junction/Inflow,cfs) Node35/1.18E+03 ######################################## ######################################## ===>Systeminflows(datagroupK3)at19.25hours(Junction/Inflow,cfs) Node35/1.16E+03 ######################################## ######################################## ===>Systeminflows(datagroupK3)at19.33hours(Junction/Inflow,cfs) Node35/1.15E+03 ######################################## ######################################## ===>Systeminflows(datagroupK3)at19.44hours(Junction/Inflow,cfs) Node35/1.14E+03 ######################################## ######################################## ===>Systeminflows(datagroupK3)at19.50hours(Junction/Inflow,cfs) Node35/1.12E+03 ######################################## ######################################## ===>Systeminflows(datagroupK3)at19.58hours(Junction/Inflow,cfs) Node35/1.11E+03 ######################################## ######################################## ===>Systeminflows(datagroupK3)at19.69hours(Junction/Inflow,cfs) Node35/1.09E+03 ######################################## ######################################## Page61 Coupland_Exist100yr.out ===>Systeminflows(datagroupK3)at19.75hours(Junction/Inflow,cfs) Node35/1.08E+03 ######################################## ######################################## ===>Systeminflows(datagroupK3)at19.83hours(Junction/Inflow,cfs) Node35/1.07E+03 ######################################## ######################################## ===>Systeminflows(datagroupK3)at19.94hours(Junction/Inflow,cfs) Node35/1.05E+03 ######################################## ######################################## ===>Systeminflows(datagroupK3)at20.00hours(Junction/Inflow,cfs) Node35/1.04E+03 ######################################## ######################################## ===>Systeminflows(datagroupK3)at20.08hours(Junction/Inflow,cfs) Node35/1.03E+03 ######################################## ######################################## ===>Systeminflows(datagroupK3)at20.19hours(Junction/Inflow,cfs) Node35/1.01E+03 ######################################## ######################################## ===>Systeminflows(datagroupK3)at20.25hours(Junction/Inflow,cfs) Node35/1.00E+03 ######################################## ######################################## ===>Systeminflows(datagroupK3)at20.33hours(Junction/Inflow,cfs) Node35/9.87E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at20.44hours(Junction/Inflow,cfs) Node35/9.74E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at20.50hours(Junction/Inflow,cfs) Node35/9.62E+02 Page62 Coupland_Exist100yr.out ######################################## ######################################## ===>Systeminflows(datagroupK3)at20.58hours(Junction/Inflow,cfs) Node35/9.49E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at20.69hours(Junction/Inflow,cfs) Node35/9.37E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at20.75hours(Junction/Inflow,cfs) Node35/9.25E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at20.83hours(Junction/Inflow,cfs) Node35/9.13E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at20.94hours(Junction/Inflow,cfs) Node35/9.01E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at21.00hours(Junction/Inflow,cfs) Node35/8.89E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at21.08hours(Junction/Inflow,cfs) Node35/8.77E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at21.19hours(Junction/Inflow,cfs) Node35/8.66E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at21.25hours(Junction/Inflow,cfs) Node35/8.55E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at21.33hours(Junction/Inflow,cfs) Page63 Coupland_Exist100yr.out Node35/8.44E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at21.44hours(Junction/Inflow,cfs) Node35/8.32E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at21.50hours(Junction/Inflow,cfs) Node35/8.22E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at21.58hours(Junction/Inflow,cfs) Node35/8.11E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at21.69hours(Junction/Inflow,cfs) Node35/8.00E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at21.75hours(Junction/Inflow,cfs) Node35/7.90E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at21.83hours(Junction/Inflow,cfs) Node35/7.80E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at21.94hours(Junction/Inflow,cfs) Node35/7.69E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at22.00hours(Junction/Inflow,cfs) Node35/7.59E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at22.08hours(Junction/Inflow,cfs) Node35/7.49E+02 ######################################## Page64 Coupland_Exist100yr.out ######################################## ===>Systeminflows(datagroupK3)at22.19hours(Junction/Inflow,cfs) Node35/7.40E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at22.25hours(Junction/Inflow,cfs) Node35/7.30E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at22.33hours(Junction/Inflow,cfs) Node35/7.20E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at22.44hours(Junction/Inflow,cfs) Node35/7.11E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at22.50hours(Junction/Inflow,cfs) Node35/7.01E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at22.58hours(Junction/Inflow,cfs) Node35/6.92E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at22.69hours(Junction/Inflow,cfs) Node35/6.83E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at22.75hours(Junction/Inflow,cfs) Node35/6.74E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at22.83hours(Junction/Inflow,cfs) Node35/6.65E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at22.94hours(Junction/Inflow,cfs) Page65 Coupland_Exist100yr.out Node35/6.57E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at23.00hours(Junction/Inflow,cfs) Node35/6.48E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at23.08hours(Junction/Inflow,cfs) Node35/6.40E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at23.19hours(Junction/Inflow,cfs) Node35/6.31E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at23.25hours(Junction/Inflow,cfs) Node35/6.23E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at23.33hours(Junction/Inflow,cfs) Node35/6.15E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at23.44hours(Junction/Inflow,cfs) Node35/6.07E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at23.50hours(Junction/Inflow,cfs) Node35/5.99E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at23.58hours(Junction/Inflow,cfs) Node35/5.91E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at23.69hours(Junction/Inflow,cfs) Node35/5.84E+02 ######################################## ######################################## Page66 Coupland_Exist100yr.out ===>Systeminflows(datagroupK3)at23.75hours(Junction/Inflow,cfs) Node35/5.76E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at23.83hours(Junction/Inflow,cfs) Node35/5.68E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at23.94hours(Junction/Inflow,cfs) Node35/5.61E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at24.00hours(Junction/Inflow,cfs) Node35/5.54E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at24.08hours(Junction/Inflow,cfs) Node35/5.46E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at24.19hours(Junction/Inflow,cfs) Node35/5.38E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at24.25hours(Junction/Inflow,cfs) Node35/5.28E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at24.33hours(Junction/Inflow,cfs) Node35/5.19E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at24.44hours(Junction/Inflow,cfs) Node35/5.09E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at24.50hours(Junction/Inflow,cfs) Node35/5.00E+02 Page67 Coupland_Exist100yr.out ######################################## ######################################## ===>Systeminflows(datagroupK3)at24.58hours(Junction/Inflow,cfs) Node35/4.90E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at24.69hours(Junction/Inflow,cfs) Node35/4.81E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at24.75hours(Junction/Inflow,cfs) Node35/4.72E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at24.83hours(Junction/Inflow,cfs) Node35/4.63E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at24.94hours(Junction/Inflow,cfs) Node35/4.54E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at25.00hours(Junction/Inflow,cfs) Node35/4.46E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at25.08hours(Junction/Inflow,cfs) Node35/4.38E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at25.19hours(Junction/Inflow,cfs) Node35/4.29E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at25.25hours(Junction/Inflow,cfs) Node35/4.21E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at25.33hours(Junction/Inflow,cfs) Page68 Coupland_Exist100yr.out Node35/4.13E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at25.44hours(Junction/Inflow,cfs) Node35/4.06E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at25.50hours(Junction/Inflow,cfs) Node35/3.98E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at25.58hours(Junction/Inflow,cfs) Node35/3.90E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at25.69hours(Junction/Inflow,cfs) Node35/3.83E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at25.75hours(Junction/Inflow,cfs) Node35/3.76E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at25.83hours(Junction/Inflow,cfs) Node35/3.69E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at25.94hours(Junction/Inflow,cfs) Node35/3.62E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at26.00hours(Junction/Inflow,cfs) Node35/3.55E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at26.08hours(Junction/Inflow,cfs) Node35/3.48E+02 ######################################## Page69 Coupland_Exist100yr.out ######################################## ===>Systeminflows(datagroupK3)at26.19hours(Junction/Inflow,cfs) Node35/3.42E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at26.25hours(Junction/Inflow,cfs) Node35/3.36E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at26.33hours(Junction/Inflow,cfs) Node35/3.29E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at26.44hours(Junction/Inflow,cfs) Node35/3.23E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at26.50hours(Junction/Inflow,cfs) Node35/3.17E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at26.58hours(Junction/Inflow,cfs) Node35/3.11E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at26.69hours(Junction/Inflow,cfs) Node35/3.05E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at26.75hours(Junction/Inflow,cfs) Node35/3.00E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at26.83hours(Junction/Inflow,cfs) Node35/2.94E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at26.94hours(Junction/Inflow,cfs) Page70 Coupland_Exist100yr.out Node35/2.88E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at27.00hours(Junction/Inflow,cfs) Node35/2.83E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at27.08hours(Junction/Inflow,cfs) Node35/2.78E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at27.19hours(Junction/Inflow,cfs) Node35/2.72E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at27.25hours(Junction/Inflow,cfs) Node35/2.67E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at27.33hours(Junction/Inflow,cfs) Node35/2.62E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at27.44hours(Junction/Inflow,cfs) Node35/2.57E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at27.50hours(Junction/Inflow,cfs) Node35/2.52E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at27.58hours(Junction/Inflow,cfs) Node35/2.48E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at27.69hours(Junction/Inflow,cfs) Node35/2.43E+02 ######################################## ######################################## Page71 Coupland_Exist100yr.out ===>Systeminflows(datagroupK3)at27.75hours(Junction/Inflow,cfs) Node35/2.39E+02 ######################################## Cycle1000Time27Hrs46.67Min Junction/Depth/Elevation===>"*"JunctionisSurcharged. Node13/0.47/23.21Node14/0.51/23.21 Node15/0.78/21.98 Node16/0.82/21.98Node17/0.79/21.10 Node19/1.51/20.94 Node20/1.31/20.94Node21/1.24/20.93 Node22/1.12/20.92 Node23/1.43/20.88Node24/1.01/20.88 Node25/0.52/20.09 Node26/0.40/19.25Node27/0.77/18.99 Node28/4.59/16.06 Node31/4.64/16.12Node33/4.51/15.97 Node35/4.64/16.13 Node36/6.84/15.86Node37/7.30/15.76 Node41/7.30/15.76 Node18.1.1/6.11/21.10Node34.1.1/6.89/23.21 Node39/0.15/23.30 Conduit/FLOW===>"*"Conduitusesthenormalflowoption. Link14/0.15*Link16/0.15* Link18/0.27*Link20/0.58 Link22/0.64Link24/0.70 Link26/0.71Link31/242.89 Link33/245.42Link34/0.15 Link36/249.14Link37/256.82 Link42.1.1/261.29Link41/0.04* Link48/241.77227.1/0.15 231.1/0.15235.1/0.16 239.1/0.56243.1/0.60 247.1/0.67251.1/0.71 255.1/0.71W14/0.00 W15/0.00W17/0.00 W20/0.00W21/0.00 W24/0.00W25/0.00 W27/0.00FREE#1/261.29 ######################################## ===>Systeminflows(datagroupK3)at27.83hours(Junction/Inflow,cfs) Node35/2.34E+02 ######################################## ######################################## Page72 Coupland_Exist100yr.out ===>Systeminflows(datagroupK3)at27.94hours(Junction/Inflow,cfs) Node35/2.30E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at28.00hours(Junction/Inflow,cfs) Node35/2.25E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at28.08hours(Junction/Inflow,cfs) Node35/2.21E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at28.19hours(Junction/Inflow,cfs) Node35/2.17E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at28.25hours(Junction/Inflow,cfs) Node35/2.13E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at28.33hours(Junction/Inflow,cfs) Node35/2.09E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at28.44hours(Junction/Inflow,cfs) Node35/2.05E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at28.50hours(Junction/Inflow,cfs) Node35/2.01E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at28.58hours(Junction/Inflow,cfs) Node35/1.97E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at28.69hours(Junction/Inflow,cfs) Node35/1.94E+02 Page73 Coupland_Exist100yr.out ######################################## ######################################## ===>Systeminflows(datagroupK3)at28.75hours(Junction/Inflow,cfs) Node35/1.90E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at28.83hours(Junction/Inflow,cfs) Node35/1.86E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at28.94hours(Junction/Inflow,cfs) Node35/1.83E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at29.00hours(Junction/Inflow,cfs) Node35/1.80E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at29.08hours(Junction/Inflow,cfs) Node35/1.76E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at29.19hours(Junction/Inflow,cfs) Node35/1.73E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at29.25hours(Junction/Inflow,cfs) Node35/1.70E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at29.33hours(Junction/Inflow,cfs) Node35/1.66E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at29.44hours(Junction/Inflow,cfs) Node35/1.63E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at29.50hours(Junction/Inflow,cfs) Page74 Coupland_Exist100yr.out Node35/1.60E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at29.58hours(Junction/Inflow,cfs) Node35/1.57E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at29.69hours(Junction/Inflow,cfs) Node35/1.54E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at29.75hours(Junction/Inflow,cfs) Node35/1.51E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at29.83hours(Junction/Inflow,cfs) Node35/1.48E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at29.94hours(Junction/Inflow,cfs) Node35/1.46E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at30.00hours(Junction/Inflow,cfs) Node35/1.43E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at30.08hours(Junction/Inflow,cfs) Node35/1.40E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at30.19hours(Junction/Inflow,cfs) Node35/1.38E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at30.25hours(Junction/Inflow,cfs) Node35/1.35E+02 ######################################## Page75 Coupland_Exist100yr.out ######################################## ===>Systeminflows(datagroupK3)at30.33hours(Junction/Inflow,cfs) Node35/1.32E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at30.44hours(Junction/Inflow,cfs) Node35/1.30E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at30.50hours(Junction/Inflow,cfs) Node35/1.28E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at30.58hours(Junction/Inflow,cfs) Node35/1.25E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at30.69hours(Junction/Inflow,cfs) Node35/1.23E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at30.75hours(Junction/Inflow,cfs) Node35/1.20E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at30.83hours(Junction/Inflow,cfs) Node35/1.18E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at30.94hours(Junction/Inflow,cfs) Node35/1.16E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at31.00hours(Junction/Inflow,cfs) Node35/1.14E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at31.08hours(Junction/Inflow,cfs) Page76 Coupland_Exist100yr.out Node35/1.12E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at31.19hours(Junction/Inflow,cfs) Node35/1.10E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at31.25hours(Junction/Inflow,cfs) Node35/1.07E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at31.33hours(Junction/Inflow,cfs) Node35/1.05E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at31.44hours(Junction/Inflow,cfs) Node35/1.03E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at31.50hours(Junction/Inflow,cfs) Node35/1.02E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at31.58hours(Junction/Inflow,cfs) Node35/9.96E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at31.69hours(Junction/Inflow,cfs) Node35/9.77E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at31.75hours(Junction/Inflow,cfs) Node35/9.58E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at31.83hours(Junction/Inflow,cfs) Node35/9.40E+01 ######################################## ######################################## Page77 Coupland_Exist100yr.out ===>Systeminflows(datagroupK3)at31.94hours(Junction/Inflow,cfs) Node35/9.22E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at32.00hours(Junction/Inflow,cfs) Node35/9.05E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at32.08hours(Junction/Inflow,cfs) Node35/8.88E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at32.19hours(Junction/Inflow,cfs) Node35/8.71E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at32.25hours(Junction/Inflow,cfs) Node35/8.55E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at32.33hours(Junction/Inflow,cfs) Node35/8.38E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at32.44hours(Junction/Inflow,cfs) Node35/8.23E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at32.50hours(Junction/Inflow,cfs) Node35/8.07E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at32.58hours(Junction/Inflow,cfs) Node35/7.92E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at32.69hours(Junction/Inflow,cfs) Node35/7.77E+01 Page78 Coupland_Exist100yr.out ######################################## ######################################## ===>Systeminflows(datagroupK3)at32.75hours(Junction/Inflow,cfs) Node35/7.62E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at32.83hours(Junction/Inflow,cfs) Node35/7.48E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at32.94hours(Junction/Inflow,cfs) Node35/7.33E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at33.00hours(Junction/Inflow,cfs) Node35/7.19E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at33.08hours(Junction/Inflow,cfs) Node35/7.06E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at33.19hours(Junction/Inflow,cfs) Node35/6.92E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at33.25hours(Junction/Inflow,cfs) Node35/6.79E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at33.33hours(Junction/Inflow,cfs) Node35/6.66E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at33.44hours(Junction/Inflow,cfs) Node35/6.54E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at33.50hours(Junction/Inflow,cfs) Page79 Coupland_Exist100yr.out Node35/6.41E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at33.58hours(Junction/Inflow,cfs) Node35/6.29E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at33.69hours(Junction/Inflow,cfs) Node35/6.17E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at33.75hours(Junction/Inflow,cfs) Node35/6.05E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at33.83hours(Junction/Inflow,cfs) Node35/5.94E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at33.94hours(Junction/Inflow,cfs) Node35/5.82E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at34.00hours(Junction/Inflow,cfs) Node35/5.71E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at34.08hours(Junction/Inflow,cfs) Node35/5.60E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at34.19hours(Junction/Inflow,cfs) Node35/5.50E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at34.25hours(Junction/Inflow,cfs) Node35/5.39E+01 ######################################## Page80 Coupland_Exist100yr.out ######################################## ===>Systeminflows(datagroupK3)at34.33hours(Junction/Inflow,cfs) Node35/5.29E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at34.44hours(Junction/Inflow,cfs) Node35/5.19E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at34.50hours(Junction/Inflow,cfs) Node35/5.09E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at34.58hours(Junction/Inflow,cfs) Node35/4.99E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at34.69hours(Junction/Inflow,cfs) Node35/4.89E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at34.75hours(Junction/Inflow,cfs) Node35/4.80E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at34.83hours(Junction/Inflow,cfs) Node35/4.71E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at34.94hours(Junction/Inflow,cfs) Node35/4.62E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at35.00hours(Junction/Inflow,cfs) Node35/4.53E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at35.08hours(Junction/Inflow,cfs) Page81 Coupland_Exist100yr.out Node35/4.44E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at35.19hours(Junction/Inflow,cfs) Node35/4.35E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at35.25hours(Junction/Inflow,cfs) Node35/4.27E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at35.33hours(Junction/Inflow,cfs) Node35/4.19E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at35.44hours(Junction/Inflow,cfs) Node35/4.11E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at35.50hours(Junction/Inflow,cfs) Node35/4.03E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at35.58hours(Junction/Inflow,cfs) Node35/3.95E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at35.69hours(Junction/Inflow,cfs) Node35/3.87E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at35.75hours(Junction/Inflow,cfs) Node35/3.79E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at35.83hours(Junction/Inflow,cfs) Node35/3.72E+01 ######################################## ######################################## Page82 Coupland_Exist100yr.out ===>Systeminflows(datagroupK3)at35.94hours(Junction/Inflow,cfs) Node35/3.65E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at36.03hours(Junction/Inflow,cfs) Node35/3.58E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at36.08hours(Junction/Inflow,cfs) Node35/3.51E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at36.19hours(Junction/Inflow,cfs) Node35/3.44E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at36.28hours(Junction/Inflow,cfs) Node35/3.37E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at36.33hours(Junction/Inflow,cfs) Node35/3.30E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at36.44hours(Junction/Inflow,cfs) Node35/3.24E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at36.53hours(Junction/Inflow,cfs) Node35/3.17E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at36.58hours(Junction/Inflow,cfs) Node35/3.11E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at36.69hours(Junction/Inflow,cfs) Node35/3.04E+01 Page83 Coupland_Exist100yr.out ######################################## ######################################## ===>Systeminflows(datagroupK3)at36.78hours(Junction/Inflow,cfs) Node35/2.98E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at36.83hours(Junction/Inflow,cfs) Node35/2.92E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at36.94hours(Junction/Inflow,cfs) Node35/2.86E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at37.03hours(Junction/Inflow,cfs) Node35/2.80E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at37.08hours(Junction/Inflow,cfs) Node35/2.74E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at37.19hours(Junction/Inflow,cfs) Node35/2.68E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at37.28hours(Junction/Inflow,cfs) Node35/2.62E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at37.33hours(Junction/Inflow,cfs) Node35/2.57E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at37.44hours(Junction/Inflow,cfs) Node35/2.51E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at37.53hours(Junction/Inflow,cfs) Page84 Coupland_Exist100yr.out Node35/2.46E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at37.58hours(Junction/Inflow,cfs) Node35/2.40E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at37.69hours(Junction/Inflow,cfs) Node35/2.35E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at37.78hours(Junction/Inflow,cfs) Node35/2.30E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at37.83hours(Junction/Inflow,cfs) Node35/2.25E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at37.94hours(Junction/Inflow,cfs) Node35/2.20E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at38.03hours(Junction/Inflow,cfs) Node35/2.15E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at38.08hours(Junction/Inflow,cfs) Node35/2.10E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at38.19hours(Junction/Inflow,cfs) Node35/2.05E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at38.28hours(Junction/Inflow,cfs) Node35/2.00E+01 ######################################## Page85 Coupland_Exist100yr.out ######################################## ===>Systeminflows(datagroupK3)at38.33hours(Junction/Inflow,cfs) Node35/1.95E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at38.44hours(Junction/Inflow,cfs) Node35/1.90E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at38.53hours(Junction/Inflow,cfs) Node35/1.86E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at38.58hours(Junction/Inflow,cfs) Node35/1.81E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at38.69hours(Junction/Inflow,cfs) Node35/1.77E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at38.78hours(Junction/Inflow,cfs) Node35/1.72E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at38.83hours(Junction/Inflow,cfs) Node35/1.67E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at38.94hours(Junction/Inflow,cfs) Node35/1.63E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at39.03hours(Junction/Inflow,cfs) Node35/1.58E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at39.08hours(Junction/Inflow,cfs) Page86 Coupland_Exist100yr.out Node35/1.53E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at39.19hours(Junction/Inflow,cfs) Node35/1.48E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at39.28hours(Junction/Inflow,cfs) Node35/1.43E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at39.33hours(Junction/Inflow,cfs) Node35/1.37E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at39.44hours(Junction/Inflow,cfs) Node35/1.29E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at39.53hours(Junction/Inflow,cfs) Node35/1.20E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at39.58hours(Junction/Inflow,cfs) Node35/1.04E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at39.69hours(Junction/Inflow,cfs) Node35/9.70E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at39.78hours(Junction/Inflow,cfs) Node35/9.10E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at39.83hours(Junction/Inflow,cfs) Node35/8.70E+00 ######################################## ######################################## Page87 Coupland_Exist100yr.out ===>Systeminflows(datagroupK3)at39.94hours(Junction/Inflow,cfs) Node35/8.30E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at40.03hours(Junction/Inflow,cfs) Node35/8.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at40.08hours(Junction/Inflow,cfs) Node35/7.60E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at40.19hours(Junction/Inflow,cfs) Node35/7.30E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at40.28hours(Junction/Inflow,cfs) Node35/7.10E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at40.33hours(Junction/Inflow,cfs) Node35/6.80E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at40.44hours(Junction/Inflow,cfs) Node35/6.60E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at40.53hours(Junction/Inflow,cfs) Node35/6.30E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at40.58hours(Junction/Inflow,cfs) Node35/6.10E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at40.69hours(Junction/Inflow,cfs) Node35/5.90E+00 Page88 Coupland_Exist100yr.out ######################################## ######################################## ===>Systeminflows(datagroupK3)at40.78hours(Junction/Inflow,cfs) Node35/5.60E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at40.83hours(Junction/Inflow,cfs) Node35/5.40E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at40.94hours(Junction/Inflow,cfs) Node35/5.20E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at41.03hours(Junction/Inflow,cfs) Node35/5.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at41.08hours(Junction/Inflow,cfs) Node35/4.90E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at41.19hours(Junction/Inflow,cfs) Node35/4.70E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at41.28hours(Junction/Inflow,cfs) Node35/4.50E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at41.33hours(Junction/Inflow,cfs) Node35/4.30E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at41.44hours(Junction/Inflow,cfs) Node35/4.20E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at41.53hours(Junction/Inflow,cfs) Page89 Coupland_Exist100yr.out Node35/4.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at41.58hours(Junction/Inflow,cfs) Node35/3.90E+00 ######################################## Cycle1500Time41Hrs40.00Min Junction/Depth/Elevation===>"*"JunctionisSurcharged. Node13/0.26/23.00Node14/0.30/23.00 Node15/0.60/21.80 Node16/0.64/21.80Node17/0.45/20.76 Node19/0.87/20.30 Node20/0.67/20.30Node21/0.61/20.30 Node22/0.50/20.30 Node23/0.83/20.28Node24/0.41/20.28 Node25/0.26/19.83 Node26/0.04/18.89Node27/0.59/18.81 Node28/0.57/12.04 Node31/0.66/12.14Node33/0.34/11.80 Node35/0.67/12.16 Node36/1.12/10.14Node37/1.49/9.95 Node41/1.49/9.95 Node18.1.1/5.77/20.76Node34.1.1/6.72/23.04 Node39/0.00/23.15 Conduit/FLOW===>"*"Conduitusesthenormalflowoption. Link14/0.00*Link16/0.00* Link18/0.00*Link20/0.00 Link22/0.01Link24/0.01 Link26/0.01*Link31/3.97 Link33/4.05Link34/0.00 Link36/4.14*Link37/4.69 Link42.1.1/5.17Link41/0.00* Link48/3.91227.1/0.00 231.1/0.00235.1/0.00 239.1/0.00243.1/0.01 247.1/0.01251.1/0.01 255.1/0.01W14/0.00 W15/0.00W17/0.00 W20/0.00W21/0.00 W24/0.00W25/0.00 W27/0.00FREE#1/5.18 ######################################## ===>Systeminflows(datagroupK3)at41.69hours(Junction/Inflow,cfs) Page90 Coupland_Exist100yr.out Node35/3.70E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at41.78hours(Junction/Inflow,cfs) Node35/3.60E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at41.83hours(Junction/Inflow,cfs) Node35/3.40E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at41.94hours(Junction/Inflow,cfs) Node35/3.30E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at42.03hours(Junction/Inflow,cfs) Node35/3.20E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at42.08hours(Junction/Inflow,cfs) Node35/3.10E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at42.19hours(Junction/Inflow,cfs) Node35/2.90E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at42.28hours(Junction/Inflow,cfs) Node35/2.80E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at42.33hours(Junction/Inflow,cfs) Node35/2.70E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at42.44hours(Junction/Inflow,cfs) Node35/2.60E+00 ######################################## Page91 Coupland_Exist100yr.out ######################################## ===>Systeminflows(datagroupK3)at42.53hours(Junction/Inflow,cfs) Node35/2.50E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at42.58hours(Junction/Inflow,cfs) Node35/2.40E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at42.69hours(Junction/Inflow,cfs) Node35/2.30E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at42.78hours(Junction/Inflow,cfs) Node35/2.20E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at42.83hours(Junction/Inflow,cfs) Node35/2.20E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at42.94hours(Junction/Inflow,cfs) Node35/2.10E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at43.03hours(Junction/Inflow,cfs) Node35/2.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at43.08hours(Junction/Inflow,cfs) Node35/1.90E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at43.19hours(Junction/Inflow,cfs) Node35/1.90E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at43.28hours(Junction/Inflow,cfs) Page92 Coupland_Exist100yr.out Node35/1.80E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at43.33hours(Junction/Inflow,cfs) Node35/1.70E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at43.44hours(Junction/Inflow,cfs) Node35/1.70E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at43.53hours(Junction/Inflow,cfs) Node35/1.60E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at43.58hours(Junction/Inflow,cfs) Node35/1.60E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at43.69hours(Junction/Inflow,cfs) Node35/1.50E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at43.78hours(Junction/Inflow,cfs) Node35/1.40E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at43.83hours(Junction/Inflow,cfs) Node35/1.40E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at43.94hours(Junction/Inflow,cfs) Node35/1.30E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at44.03hours(Junction/Inflow,cfs) Node35/1.30E+00 ######################################## ######################################## Page93 Coupland_Exist100yr.out ===>Systeminflows(datagroupK3)at44.08hours(Junction/Inflow,cfs) Node35/1.20E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at44.19hours(Junction/Inflow,cfs) Node35/1.20E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at44.28hours(Junction/Inflow,cfs) Node35/1.10E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at44.33hours(Junction/Inflow,cfs) Node35/1.10E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at44.44hours(Junction/Inflow,cfs) Node35/1.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at44.53hours(Junction/Inflow,cfs) Node35/1.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at44.58hours(Junction/Inflow,cfs) Node35/1.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at44.69hours(Junction/Inflow,cfs) Node35/9.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at44.78hours(Junction/Inflow,cfs) Node35/9.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at44.83hours(Junction/Inflow,cfs) Node35/8.00E01 Page94 Coupland_Exist100yr.out ######################################## ######################################## ===>Systeminflows(datagroupK3)at44.94hours(Junction/Inflow,cfs) Node35/8.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at45.03hours(Junction/Inflow,cfs) Node35/8.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at45.08hours(Junction/Inflow,cfs) Node35/7.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at45.19hours(Junction/Inflow,cfs) Node35/7.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at45.28hours(Junction/Inflow,cfs) Node35/6.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at45.33hours(Junction/Inflow,cfs) Node35/6.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at45.44hours(Junction/Inflow,cfs) Node35/6.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at45.53hours(Junction/Inflow,cfs) Node35/6.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at45.58hours(Junction/Inflow,cfs) Node35/5.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at45.69hours(Junction/Inflow,cfs) Page95 Coupland_Exist100yr.out Node35/5.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at45.78hours(Junction/Inflow,cfs) Node35/5.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at45.83hours(Junction/Inflow,cfs) Node35/4.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at45.94hours(Junction/Inflow,cfs) Node35/4.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at46.03hours(Junction/Inflow,cfs) Node35/4.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at46.08hours(Junction/Inflow,cfs) Node35/4.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at46.19hours(Junction/Inflow,cfs) Node35/3.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at46.28hours(Junction/Inflow,cfs) Node35/3.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at46.33hours(Junction/Inflow,cfs) Node35/3.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at46.44hours(Junction/Inflow,cfs) Node35/3.00E01 ######################################## Page96 Coupland_Exist100yr.out ######################################## ===>Systeminflows(datagroupK3)at46.53hours(Junction/Inflow,cfs) Node35/2.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at46.58hours(Junction/Inflow,cfs) Node35/2.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at46.69hours(Junction/Inflow,cfs) Node35/2.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at46.78hours(Junction/Inflow,cfs) Node35/2.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at46.83hours(Junction/Inflow,cfs) Node35/1.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at46.94hours(Junction/Inflow,cfs) Node35/1.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at47.03hours(Junction/Inflow,cfs) Node35/1.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at47.08hours(Junction/Inflow,cfs) Node35/1.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at47.19hours(Junction/Inflow,cfs) Node35/1.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at47.28hours(Junction/Inflow,cfs) Page97 Coupland_Exist100yr.out Node35/1.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at47.33hours(Junction/Inflow,cfs) Node35/0.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at47.44hours(Junction/Inflow,cfs) Node35/0.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at47.53hours(Junction/Inflow,cfs) Node35/0.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at47.58hours(Junction/Inflow,cfs) Node35/0.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at47.69hours(Junction/Inflow,cfs) Node35/0.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at47.78hours(Junction/Inflow,cfs) Node35/0.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at47.83hours(Junction/Inflow,cfs) Node35/0.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at47.94hours(Junction/Inflow,cfs) Node35/0.00E+00 ######################################## *===================================================* |TableE5JunctionTimeLimitationSummary| |(0.10or0.25)*Depth*Area| |Timestep=| Page98 Coupland_Exist100yr.out |SumofFlow| *===================================================* |Thetimethisjunctionwasthelimitingjunction| |islistedinthethirdcolumn.| *===================================================* JunctionTime(.10)Time(.25)Time(sec) Node1366.60166.501500.0 Node1493.82234.56200.0 Node1585.13212.841700.0 Node1670.41176.02200.0 Node1767.71169.271100.0 Node1981.35203.380.0 Node20135.46338.650.0 Node21128.81322.040.0 Node2245.91114.77400.0 Node2324.2860.70200.0 Node2444.60111.500.0 Node2525.6864.20300.0 Node268.5621.4012900.0 Node2714.4636.1452200.0 Node2852.09130.21500.0 Node3160.95152.380.0 Node33101.25253.130.0 Node3537.5693.8999100.0 Node3675.68189.210.0 Node37199.41498.520.0 Node411000.001000.000.0 Node18.1.120.3450.86400.0 Node34.1.116.9142.282100.0 Node3969.51173.760.0 Thejunctionrequiringthesmallesttimestepwas...Node35 *==========================================================* |TableE5aConduitExplicitConditionSummary| |Courant=ConduitLength| |Timestep=| |Velocity+sqrt(g*depth)| || |ConduitImplicitConditionSummary| Page99 Coupland_Exist100yr.out |Courant=ConduitLength| |Timestep=| |Velocity| *==========================================================* |The3rdcolumnistheExplicittimesteptimesthe| |minimumcouranttimestepfactor| || |MinimumConduitTimeStepinsecondsinthe4thcolumn| |inthelist.Maximumpossibleis10*maximumtimestep| || |The5thcolumnisthemaximumchangeatanytimestep| |duringthesimulation.The6thcolumnisthewobble| |valuewhichisanindicatoroftheflowstability.| || |Youshouldusethissectiontofindthoseconduitsthat| |areslowingyourmodeldown.Usemodifyconduitsto| |alterthelengthoftheslowconduitstomakeyour| |simulationfaster,orchangetheconduitnameto| |"CHME?????"where?????areanycharacters,thiswill| |lengthentheconduitbasedonthemodeltimestep,| |notthevaluelistedinmodifyconduits.| *==========================================================* ConduitTime(exp)Expl*CminTime(imp)Time(min)MaxQchange WobbleTypeofSoln Link148.228.2225.9718.30.073 0.118NormalSoln Link162.862.8610.570.00.093 0.122NormalSoln Link1826.8626.86269.340.00.096 0.453NormalSoln Link2011.5211.5281.130.00.186 0.684NormalSoln Link2228.3428.34235.740.00.190 2.659NormalSoln Link2429.4429.44123.680.00.119 0.708NormalSoln Link263.843.8410.480.00.092 0.201NormalSoln Link3112.2412.2487.000.00.838 0.156NormalSoln Link3311.4511.4573.080.00.747 0.110NormalSoln Link346.126.1228.950.00.064 0.148NormalSoln Link3630.9130.91210.350.01.147 Page100 Coupland_Exist100yr.out 0.011NormalSoln Link3743.2143.21403.410.00.519 0.036NormalSoln Link42.1.11.161.1611.582823.39.433 3.428NormalSoln Link4120.3620.36162.508.30.017 0.064NormalSoln Link482.292.2915.050.05.266 0.165NormalSoln 227.13.003.0014.010.00.016 2.141NormalSoln 231.12.812.8113.060.00.021 3.856NormalSoln 235.12.252.2514.250.00.012 1.759NormalSoln 239.11.661.664.2118.30.039 3.045NormalSoln 243.11.611.613.620.00.062 5.363NormalSoln 247.11.211.212.9311.70.068 1.686NormalSoln 251.11.811.813.260.00.092 5.941NormalSoln 255.15.035.0310.690.00.275 3.078NormalSoln Theconduitwiththesmallesttimesteplimitationwas..Link42.1.1 Theconduitwiththelargestwobblewas.................251.1 Theconduitwiththelargestflowchangeinany consecutivetimestep...................................Link42.1.1 Page101 Coupland_Exist100yr.out ************************************************ *EndoftimestepDOloopinRunoff* ************************************************ FinalDate(Mo/Day/Year)=1/2/2016 Totalnumberoftimesteps=2879 FinalJulianDate=2016002 Finaltimeofday=86340.seconds. Finaltimeofday=23.98hours. Finalrunningtime=47.9833hours. Finalrunningtime=1.9993days. **************************************************** *ExtrapolationSummaryforWatersheds* *Explainsthenumberoftimestepsanditerations* *usedinthesolutionofthesubcatchments.* *#Steps==>TotalNumberofExtrapolatedSteps* *#Calls==>TotalNumberofOVERLNDCalls* **************************************************** Subcatchment#Steps#CallsSubcatchment#Steps#Calls Subcatchment#Steps#Calls Node39#1186336211Node34.1.1#1186906230 Node17#1182916097 Node18.1.1#1186786226Node19#1191316377 ######################################################### #RainfallinputsummaryfromRunoffContinuityCheck# ######################################################### Totalrainfallreadforgage#1is13.5100in Totalrainfalldurationforgage#1is1440.00minutes ************************************************************ *TableR5.CONTINUITYCHECKFORSURFACEWATER* *Anycontinuityerrorcanbefixedbyloweringthe* *wetandtransitiontimestep.Thetransitiontime* *shouldnotbemuchgreaterthanthewettimestep.* ************************************************************ Page102 Coupland_Exist100yr.out Inchesover cubicfeetTotalBasin TotalPrecipitation(RainplusSnow)1.223090E+0613.510 TotalInfiltration1.109543E+051.226 TotalEvaporation1.334229E+040.147 SurfaceRunofffromWatersheds1.098811E+0612.137 TotalWaterremaininginSurfaceStorage0.000000E+000.000 InfiltrationoverthePerviousArea...1.109543E+052.857 Infiltration+Evaporation+ SurfaceRunoff+Snowremoval+ WaterremaininginSurfaceStorage+ WaterremaininginSnowCover.........1.223108E+0613.510 TotalPrecipitation+InitialStorage.1.223090E+0613.510 Theerrorincontinuityiscalculatedas *************************************** *Precipitation+InitialSnowCover* *Infiltration* *EvaporationSnowremoval* *SurfaceRunofffromWatersheds* *WaterinSurfaceStorage* *WaterremaininginSnowCover* ** *Precipitation+InitialSnowCover* *************************************** PercentContinuityError...............0.0015 **************************************************** *TableR6.ContinuityCheckforChannel/Pipes* *Youshouldhavezerocontinuityerror* *ifyouarenotusingrunoffhydraulics* **************************************************** Inches over cubicfeetTotal Basin InitialChannel/PipeStorage................0.000000E+000.000 FinalChannel/PipeStorage..................0.000000E+000.000 SurfaceRunofffromWatersheds..............1.098811E+0612.137 GroundwaterSubsurfaceInfloworDiversion..0.000000E+000.000 EvaporationLossfromChannels..............0.000000E+000.000 GroundwaterFlowDivertedOutofNetwork....0.000000E+000.000 Channel/Pipe/InletOutflow..................1.098811E+0612.137 InitialStorage+Inflow....................1.098811E+0612.137 FinalStorage+Outflow+DivertedGW.......1.098811E+0612.137 Page103 Coupland_Exist100yr.out ******************************************** *FinalStorage+Outflow+Evaporation* *WatershedRunoffGroundwaterInflow* *InitialChannel/PipeStorage* ** *FinalStorage+Outflow+Evaporation* ******************************************** PercentContinuityError....................0.0000 ################################################## #TableR9.SummaryStatisticsforSubcatchments# ################################################## Note:TotalRunoffDepthincludespervious&imperviousareas. PerviousandImperviousRunoffDepthisonlytherunofffromthosetwo areas. Forcatchmentsreceivingredirectedflow,thisflowwillonlybeshownif theflowisnot directeddirectlytotheoutlet.Flowthatisgettingredirectedisalso listedwith theoriginalsubcatchment. Subcatchment...........Node39#1Node34.1.1#1 Node17#1Node18.1.1#1Node19#1 Area(acres)...........2.270005.20000 0.360004.8700012.24000 PercentImpervious.....50.0000067.00000 67.0000067.0000050.00000 TotalRainfall(in)....13.5100013.51000 13.5100013.5100013.51000 MaxIntensity(in/hr)..14.4000014.40000 14.4000014.4000014.40000 PerviousArea TotalRunoffDepth(in)10.5124410.62824 10.6434510.6286510.48268 PeakRunoffRate(cfs).4.462818.79656 0.639008.2487222.90707 TotalImperviousArea TotalRunoffDepth(in)13.3461713.34202 13.3461613.3421313.34131 PeakRunoffRate(cfs).6.4161918.80772 1.3634817.6354332.78414 Page104 Coupland_Exist100yr.out ImperviousAreawithdepressionstorage TotalRunoffDepth(in)10.0096210.00651 10.0096210.0066010.00598 PeakRunoffRate(cfs).4.8121414.10579 1.0226113.2265724.58810 ImperviousAreawithoutdepressionstorage TotalRunoffDepth(in)3.336543.33550 3.336543.335533.33533 PeakRunoffRate(cfs).1.604054.70193 0.340874.408868.19603 TotalArea TotalRunoffDepth(in)11.9293012.44647 12.4542712.4466811.91199 PeakRunoffRate(cfs).10.7256027.60428 2.0024825.8841554.59076 RationalFormula PerviousTc.(mins)....0.000000.00000 0.000000.000000.00000 Perv.Intensity(in/hr)0.000000.00000 0.000000.000000.00000 PerviousC............0.000000.00000 0.000000.000000.00000 ImperviousTc.(mins)..0.000000.00000 0.000000.000000.00000 Imp.Intensity(in/hr).0.000000.00000 0.000000.000000.00000 ImperviousC..........0.000000.00000 0.000000.000000.00000 PartialArea(Ha)......0.000000.00000 0.000000.000000.00000 PartialAreaTc........0.000000.00000 0.000000.000000.00000 PartialAreaIntensity.0.000000.00000 0.000000.000000.00000 ===>Runoffsimulationendednormally. *==================================================* |TableE6.FinalModelCondition| |Thistableisusedforsteadystate| |flowcomparisonandistheinformation| Page105 Coupland_Exist100yr.out |savedtothehotrestartfile.| |FinalTime=48.028hours| *==================================================* Junction/Depth/Elevation===>"*"JunctionisSurcharged. Node13/0.26/23.00/Node14/0.30/23.00/ Node15/0.60/21.80/ Node16/0.64/21.80/Node17/0.44/20.75/ Node19/0.79/20.22/ Node20/0.59/20.22/Node21/0.53/20.22/ Node22/0.42/20.22/ Node23/0.76/20.21/Node24/0.34/20.21/ Node25/0.24/19.81/ Node26/0.01/18.86/Node27/0.58/18.80/ Node28/0.02/11.49/ Node31/0.01/11.49/Node33/0.00/11.46/ Node35/0.00/11.49/ Node36/0.01/9.03/Node37/0.01/8.47/ Node41/0.00/8.46/ Node18.1.1/5.76/20.75/Node34.1.1/6.72/23.04/ Node39/0.00/23.15/ Conduit/Flow===>"*"Conduitusesthenormalflowoption. Link14/0.00*/Link16/0.00*/ Link18/0.00*/ Link20/0.00/Link22/0.00/ Link24/0.00/ Link26/0.00*/Link31/0.00/ Link33/0.00/ Link34/0.00/Link36/0.00*/ Link37/0.00*/ Link42.1.1/0.00/Link41/0.00*/ Link48/0.00/ 227.1/0.00/231.1/0.00/ 235.1/0.00/ 239.1/0.00/243.1/0.00/ 247.1/0.00/ 251.1/0.00/255.1/0.00/ W14/0.00/ W15/0.00/W17/0.00/ W20/0.00/ W21/0.00/W24/0.00/ W25/0.00/ W27/0.00/FREE#1/0.00/ Conduit/Velocity Link14/0.00/Link16/0.00/ Link18/0.00/ Page106 Coupland_Exist100yr.out Link20/0.00/Link22/0.02/ Link24/0.08/ Link26/0.02/Link31/0.00/ Link33/0.02/ Link34/0.00/Link36/0.05/ Link37/0.05/ Link42.1.1/0.04/Link41/0.00/ Link48/0.00/ 227.1/0.00/231.1/0.00/ 235.1/0.00/ 239.1/0.00/243.1/0.01/ 247.1/0.00/ 251.1/0.29/255.1/0.59/ Conduit/Width Link14/0.17/Link16/0.04/ Link18/0.31/ Link20/0.90/Link22/0.63/ Link24/0.17/ Link26/0.39/Link31/0.22/ Link33/0.26/ Link34/0.44/Link36/0.09/ Link37/0.15/ Link42.1.1/0.15/Link41/0.44/ Link48/0.02/ 227.1/1.53/231.1/2.14/ 235.1/1.65/ 239.1/2.30/243.1/1.30/ 247.1/2.24/ 251.1/0.98/255.1/1.18/ Junction/EGL Node13/0.26/Node14/0.30/ Node15/0.60/ Node16/0.64/Node17/0.44/ Node19/0.79/ Node20/0.59/Node21/0.53/ Node22/0.42/ Node23/0.76/Node24/0.34/ Node25/0.24/ Node26/0.69/Node27/0.58/ Node28/4.81/ Node31/0.01/Node33/0.00/ Node35/0.00/ Node36/0.01/Node37/0.01/ Node41/0.00/ Node18.1.1/5.76/Node34.1.1/6.72/ Node39/0.00/ Page107 Coupland_Exist100yr.out Junction/Freeboard Node13/17.00/Node14/17.00/ Node15/18.20/ Node16/18.20/Node17/19.25/ Node19/19.78/ Node20/19.78/Node21/19.78/ Node22/19.78/ Node23/19.79/Node24/19.79/ Node25/20.19/ Node26/21.14/Node27/21.20/ Node28/28.51/ Node31/28.51/Node33/28.54/ Node35/28.51/ Node36/30.97/Node37/31.53/ Node41/31.54/ Node18.1.1/19.25/Node34.1.1/16.96/ Node39/16.85/ Junction/MaxVolume Node13/32.60/Node14/32.83/ Node15/51.61/ Node16/51.82/Node17/62.56/ Node19/73.04/ Node20/69.17/Node21/68.03/ Node22/65.23/ Node23/69.01/Node24/62.39/ Node25/63.06/ Node26/59.73/Node27/67.61/ Node28/143.55/ Node31/143.93/Node33/142.79/ Node35/143.91/ Node36/173.27/Node37/179.39/ Node41/179.41/ Node18.1.1/129.15/Node34.1.1/113.76/ Node39/28.17/ Junction/TotalFldng Node13/0.00/Node14/0.00/ Node15/0.00/ Node16/0.00/Node17/0.00/ Node19/0.00/ Node20/0.00/Node21/0.00/ Node22/0.00/ Node23/0.00/Node24/0.00/ Node25/0.00/ Node26/0.00/Node27/0.00/ Node28/0.00/ Page108 Coupland_Exist100yr.out Node31/0.00/Node33/0.00/ Node35/0.00/ Node36/0.00/Node37/0.00/ Node41/0.00/ Node18.1.1/0.00/Node34.1.1/0.00/ Node39/0.00/ Conduit/CrossSectionalArea Link14/0.03/Link16/0.00/ Link18/0.08/ Link20/0.16/Link22/0.07/ Link24/0.02/ Link26/0.11/Link31/0.09/ Link33/0.14/ Link34/0.17/Link36/0.05/ Link37/0.07/ Link42.1.1/0.08/Link41/0.17/ Link48/0.01/ 227.1/0.28/231.1/0.91/ 235.1/0.36/ 239.1/1.28/243.1/0.16/ 247.1/1.18/ 251.1/0.01/255.1/0.00/ Conduit/FinalVolume Link14/1.95/Link16/0.08/ Link18/19.76/ Link20/18.79/Link22/18.97/ Link24/5.91/ Link26/4.17/Link31/17.90/ Link33/26.46/ Link34/8.20/Link36/23.72/ Link37/50.49/ Link42.1.1/1.65/Link41/22.26/ Link48/0.35/ 227.1/9.34/231.1/34.35/ 235.1/12.00/ 239.1/42.51/243.1/5.47/ 247.1/28.32/ 251.1/0.27/255.1/0.36/ Conduit/HydraulicRadius Link14/0.01/Link16/0.00/ Link18/0.03/ Link20/0.06/Link22/0.03/ Link24/0.02/ Link26/0.03/Link31/0.00/ Link33/0.01/ Page109 Coupland_Exist100yr.out Link34/0.04/Link36/0.00/ Link37/0.01/ Link42.1.1/0.01/Link41/0.04/ Link48/0.00/ 227.1/0.17/231.1/0.36/ 235.1/0.20/ 239.1/0.43/243.1/0.12/ 247.1/0.41/ 251.1/0.01/255.1/0.01/ Conduit/Upstream/DownstreamElevation Link14/23.00/21.80Link16/21.80/20.75 Link18/20.75/20.22/ Link20/20.22/20.22Link22/20.21/20.22 Link24/20.21/19.81/ Link26/18.86/18.80Link31/11.49/11.49 Link33/11.49/11.46/ Link34/23.00/23.04Link36/11.46/9.03 Link37/9.03/8.47/ Link42.1.1/8.47/8.46Link41/23.15/23.04 Link48/11.49/11.49/ 227.1/23.00/23.00231.1/21.80/21.80 235.1/20.75/20.75/ 239.1/20.22/20.22243.1/20.22/20.22 247.1/20.21/20.21/ 251.1/19.81/19.54255.1/18.80/16.27 *=========================================================* |TableE7IterationSummary| *=========================================================* Totalnumberoftimestepssimulated............1728 Totalnumberofpassesinthesimulation........168030 Totalnumberoftimestepsduringsimulation....87543 Ratioofactual#oftimesteps/NTCYC.........50.661 Averagenumberofiterationspertimestep......1.919 Averagetimestepsize(seconds)................1.974 Smallesttimestepsize(seconds)................1.149 Largesttimestepsize(seconds)................100.000 AverageminimumConduitCouranttimestep(sec).3.198 Averageminimumimplicittimestep(sec)........1.986 Averageminimumjunctiontimestep(sec)........1.986 AverageCourantFactorTf.......................1.986 Numberoftimesomegareduced...................0 *=========================================================* Page110 Coupland_Exist100yr.out |TableE8JunctionTimeStepLimitationSummary| *=========================================================* |NotConvr=Numberoftimesthisjunctiondidnot| |convergeduringthesimulation.| |AvgConvr=Averagejunctioniterations.| |Converr=Meanconvergenceerror.| |OmegaCng=Changeofomegaduringiterations| |MaxItern=Maximumnumberofiterations| *=========================================================* JunctionNotConvrAvgConvrTotalIttOmegaCngMaxIternIttrn>10 Ittrn>25Ittrn>40 Node131183.052666200501880 879420 Node1401.651442520141 00 Node1501.5613623504641 11 Node1601.7515278304988 66 Node1701.97172613049164 11 Node1901.6814719306912 22 Node2001.9316900806612 32 Node2101.521333420185 00 Node2201.551352610332 10 Node2301.861631870207 00 Node2401.881644540372 10 Node2501.401225400424 11 Node2601.821589940121 00 Node2702.201921710335251 220214 Node2802.562237390335247 220212 Node3103.473035840500340 327322 Node3301.64143897080 00 Node3504.023518880498478 Page111 Coupland_Exist100yr.out 469457 Node3601.60140135050 00 Node3703.5631205505004 44 Node41130190.4516672585050185072 8401383115 Node18.1.111.82159363050112 11 Node34.1.11182.482173290501835 831335 Node3901.25109461050 00 Totalnumberofiterationsforalljunctions..20892689 Minimumnumberofpossibleiterations.........2101032 Efficiencyofthesimulation..................9.94 PoorEfficiency *==========================================================* |ExtranEfficiencyisanindicatoroftheefficiencyof| |thesimulation.Idealefficiencyisoneiterationper| |timestep.Alteringtheunderrelaxationparameter,| |loweringthetimestep,increasingtheflowandhead| |tolerancearegoodwaysofimprovingtheefficiency,| Page112 Coupland_Exist100yr.out |anotherisloweringtheinternaltimestep.Thelowerthe| |efficiencygenerallythefasteryourmodelwillrun.| |Ifyourefficiencyislessthan1.5thenyoumaytry| |increasingyourtimestepsothatyouroverallsimulation| |isfaster.Idealefficiencywouldbearound2.0| || |GoodEfficiency<1.5meaniterations| |ExcellentEfficiency<2.5and>1.5meaniterations| |GoodEfficiency<4.0and>2.5meaniterations| |FairEfficiency<7.5and>4.0meaniterations| |PoorEfficiency>7.5meaniterations| *==========================================================* *======================================================* |TableE9JUNCTIONSUMMARYSTATISTICS| |TheMaximumareaisonlytheareaofthenode,it| |doesnotincludetheareaofthesurroundingconduits| *======================================================* UppermostMaximumTimeFeetof MaximumMaximumMaximumMaximum GroundPipeCrownJunctionofSurcharge FreeboardJunctionGutterGutterGutter JunctionElevationElevationElevationOccurenceatMaxof nodeAreaDepthWidthVelocity NamefeetfeetfeetHr.Min.Elevation feetft^2feetfeetft/s Node1340.0027.8625.3316320.00 14.6712.56600.000.000.00 Node1440.0027.8225.3116320.00 14.6912.56600.000.000.00 Node1540.0026.3225.3116320.00 14.6912.56600.000.000.00 Node1640.0026.6225.2816320.00 14.7212.56600.000.000.00 Node1740.0025.5125.2916320.00 14.7112.56600.000.000.00 Node1940.0024.5225.2416330.72 14.7612.56600.000.000.00 Node2040.0025.1725.1316330.00 14.8712.56600.000.000.00 Node2140.0024.7125.1016340.39 14.9012.56600.000.000.00 Node2240.0025.5024.9916340.00 15.0112.56600.000.000.00 Page113 Coupland_Exist100yr.out Node2340.0025.5224.9416340.00 15.0612.56600.000.000.00 Node2440.0026.2824.8316350.00 15.1712.56600.000.000.00 Node2540.0025.9124.5916360.00 15.4112.56600.000.000.00 Node2640.0025.2423.6016410.00 16.4012.56600.000.000.00 Node2740.0024.6123.6016410.00 16.4012.56600.000.000.00 Node2840.0029.4422.8918280.00 17.1112.56600.000.000.00 Node3140.0027.8422.9318260.00 17.0712.56600.000.000.00 Node3340.0029.4322.8218300.00 17.1812.56600.000.000.00 Node3540.0027.8222.9418260.00 17.0612.56600.000.000.00 Node3640.0028.0522.8118310.00 17.1912.56600.000.000.00 Node3740.0028.4022.7418340.00 17.2612.56600.000.000.00 Node4140.0028.4022.7418340.00 17.2612.56600.000.000.00 Node18.1.140.0025.5725.2716330.00 14.7312.56600.000.000.00 Node34.1.140.0027.1025.3716320.00 14.6312.56600.000.000.00 Node3940.0027.9725.3916310.00 14.6112.56600.000.000.00 *======================================================* |TableE10CONDUITSUMMARYSTATISTICS| |Note:Thepeakflowmaybelessthanthedesignflow| |andtheconduitmaystillsurchargebecauseofthe| |downstreamboundaryconditions.| || |*denotesanopenconduitthathasbeenovertopped| |thisisapotentialsourceofsevereerrors| *======================================================* ConduitMaximumMaximumTimeMaximum TimeRatioofMaximumWaterRatio DesignDesignVerticalComputedofComputed ofMax.toElevatPipeEndsd/D ConduitFlowVelocityDepthFlowOccurenceVelocity OccurenceDesignUpstreamDwnstrmUSDS Name(cfs)(ft/s)(in)(cfs)Hr.Min.(ft/s)Hr. Page114 Coupland_Exist100yr.out Min.Flow(ft)(ft) Link14596.74837.626257.840034.991016172.6326 15440.058625.312825.30700.4800.790 Link16887.901911.347057.840033.518916182.1635 1470.037825.283425.28880.7230.954 Link18264.74153.383357.841257.116416180.9032 16170.215725.267925.24250.9371.150* Link20316.72763.692560.2410106.086016181.4492 16150.334925.134225.10360.9931.078* Link2272.59770.564664.200095.008116181.2073 16141.308724.991024.94150.9010.896 Link24267.18702.367673.320092.746016342.2650 16130.347124.834724.58840.7630.784 Link261249.14610.084476.680092.380816353.7047 1610.074023.603123.60010.7440.842 Link3122103.960.7876196.32001380.8031702.2958 16200.062522.933622.89370.7000.698 Link3329068.210.9626215.64001448.41716492.6369 16320.049822.893722.82340.6360.632 Link34500.43806.395457.840036.289016161.7017 16110.072525.373125.33410.4840.634 Link36284979.09.2782215.64001437.36516502.3816 16200.005022.823422.80890.6320.767 Link3782357.802.9857228.36001304.78818191.8482 16250.015822.808922.73590.7250.750 Link42.1.111938.340.0000239.28001306.61218341.7296 16490.109422.735922.73770.7160.716 Link41325.15044.155357.840010.225716160.8220 16110.031425.391725.37310.4650.642 Link4846955.911.7426195.96001390.2631722.5433 16200.029622.942122.93360.7010.701 227.112.31122.508030.000011.265016152.3833 16130.915025.334125.31281.0381.045 231.111.60382.363930.000015.04881632.9531 1631.296925.307025.28341.6431.649 235.126.59945.418830.000011.538216182.3373 16180.433825.288825.26791.9361.983 239.132.61146.643530.000039.02361617.9102 1611.196625.242525.13422.2132.282 243.121.24734.328530.000045.84271699.3035 1692.157625.103624.99101.9811.984 247.154.305811.063130.000040.43101698.2071 1690.744524.941524.83472.0292.154 251.126.15195.327630.000072.7687162014.7583 16202.782524.588423.60311.9151.625 255.195.046013.446336.000082.8367162911.6755 Page115 Coupland_Exist100yr.out 16290.871523.600122.89371.6002.208 W14UndefndUndefndUndefnd24.88871616 W15UndefndUndefndUndefnd24.06961616 W17UndefndUndefndUndefnd23.70781617 W20UndefndUndefndUndefnd82.40961618 W21UndefndUndefndUndefnd76.60531621 W24UndefndUndefndUndefnd65.26791633 W25UndefndUndefndUndefnd41.11711636 W27UndefndUndefndUndefnd15.60231641 FREE#1UndefndUndefndUndefnd1306.1281834 *==================================================* |TableE11.Areaassumptionsusedintheanalysis| |SubcriticalandCriticalflowassumptionsfrom| |SubroutineHead.SeeFigure171inthe| |manualforfurtherinformation.| *==================================================* DurationDurationDurat.ofDurat.of ofofSubUpstreamDownstreamMaximum MaximumMaximum ConduitDryCriticalCriticalCriticalHydraulic XSectVel*D NameFlow(min)Flow(min)Flow(min)Flow(min)Radiusm Area(ft^2)(ft^2/s) Link14156.882714.340.008.781.123 29.8716.484 Link1697.872782.130.000.001.533 53.6623.555 Link1867.032812.970.000.001.956 88.1554.284 Link2062.032817.970.000.002.215 92.8946.894 Link2283.192755.7541.060.002.414 103.9404.772 Link24122.931469.050.001288.021.707 59.8287.915 Link26124.602755.400.000.002.210 78.2938.936 Link3140.142839.860.000.005.940 1200.58323.617 Link3340.282839.720.000.006.136 956.33427.477 Link34236.781886.50756.720.001.197 22.0533.869 Page116 Coupland_Exist100yr.out Link3641.112838.890.000.005.773 2937.52926.002 Link3741.112838.890.000.007.060 757.70024.887 Link42.1.141.112838.890.000.007.185 767.50924.295 Link418.332822.750.0048.911.049 21.6601.897 Link4840.142839.860.000.006.089 1098.81925.949 227.176.812803.190.000.000.761 5.0075.546 231.186.962793.040.000.000.761 5.1468.543 235.161.812818.190.000.000.760 5.13210.884 239.125.832851.063.110.000.758 5.08433.279 243.177.252795.147.610.000.760 5.12636.341 247.1113.152766.850.000.000.756 5.03331.984 251.1124.54302.210.002453.250.760 5.12852.446 255.1128.83727.060.002024.100.896 7.26158.667 *===========================================* |TableE12.MeanConduitFlowInformation| *===========================================* MeanTotalMeanLowMean MeanMeanMean ConduitFlowFlowPercentFlowFroude HydraulicCrossConduit Name(cfs)(ft^3)ChangeWeightngNumber RadiusAreaRoughness Link141.927332940.8980.0000.9810.320 0.2461.6890.040 Link161.926332785.7160.0000.9900.331 0.3063.7610.040 Link183.292568902.6730.0000.9950.075 0.5509.1190.040 Link206.3591098764.4520.0000.9960.055 0.76113.8990.040 Link226.3631099482.9560.0000.9920.058 0.70615.9480.040 Page117 Coupland_Exist100yr.out Link246.3701100753.2290.0000.9850.197 0.5767.4670.040 Link266.3631099464.3830.0000.9850.265 0.55910.3710.040 Link31255.98844234752.1980.0010.9990.123 2.571255.1370.033 Link33262.39945342496.4680.0010.9990.178 2.447225.3650.033 Link341.928333185.7680.0000.9680.077 0.4894.5410.040 Link36262.50645360988.9200.0010.9990.186 2.714263.5050.033 Link37262.77945408283.9640.0000.9990.090 3.473253.1960.032 Link42.1.1263.00245446682.6170.0060.9990.074 3.694273.0670.032 Link410.56998373.2770.0001.0000.076 0.2501.6610.040 Link48256.00044236867.8750.0010.9990.145 2.546229.9450.033 227.11.114192453.0660.0000.9930.147 0.3901.2940.015 231.11.454251287.0310.0000.9920.095 0.5082.1110.015 235.11.435247965.4080.0000.9960.061 0.5382.6150.013 239.14.414762684.6180.0001.0000.135 0.6363.6610.015 243.14.528782485.7290.0000.9930.186 0.5292.6740.015 247.14.510779291.3090.0000.9870.153 0.6253.4730.013 251.15.8301007439.3350.0000.9850.781 0.3381.5350.015 255.16.2151073998.2380.0000.9841.436 0.3101.7980.013 W140.813140502.293 W150.47381649.578 W170.584100850.890 W201.944335969.227 W211.832316574.072 W241.856320764.262 W250.54093386.308 W270.14625278.023 FREE#1263.08945461777.918 *===============================================================* |TableE13.Channellosses(H),headwaterdepth(HW),tailwater| Page118 Coupland_Exist100yr.out |depth(TW),criticalandnormaldepth(YcandYn).| |Usethissectionforculvertcomparisons| *===============================================================* ConduitMaximumHeadFrictionCriticalNormalHW TW NameFlowLossLossDepthDepthElevat Elevat Link1434.9680.0000.2351.5581.62225.112 25.063MaxFlow Link1633.3340.0000.0091.5281.37325.032 25.042MaxFlow Link1857.0750.0000.0611.8972.64525.016 24.969MaxFlow Link20106.0330.0000.0602.2103.21924.795 24.747MaxFlow Link220.0010.0000.0080.0010.02120.212 20.223MaxFlow Link2492.7250.0000.2522.5624.45024.835 24.588MaxFlow Link2692.3430.0000.0172.3302.50823.586 23.583MaxFlow Link311379.9080.0000.0514.40312.56522.553 22.501MaxFlow Link331446.0920.0000.0514.90913.14322.264 22.212MaxFlow Link340.0000.0000.0000.0000.00023.000 23.040MaxFlow Link361437.2250.0000.0704.8955.75322.212 22.106MaxFlow Link371304.7700.0000.0825.5609.23122.804 22.729MaxFlow Link42.1.11305.2900.0000.0025.41714.27222.731 22.730MaxFlow Link4110.1970.0000.0500.9501.28025.266 25.229MaxFlow Link481389.0040.0000.0104.82411.90422.517 22.503MaxFlow 227.111.2640.0000.0291.1231.88125.055 25.027MaxFlow 231.114.7090.0000.0591.2922.50024.163 24.102MaxFlow 235.10.0000.0000.0000.0000.00020.751 20.751MaxFlow 239.10.0000.0000.0000.0000.00020.223 20.223MaxFlow Page119 Coupland_Exist100yr.out 243.10.0010.0000.0000.0010.00220.223 20.223MaxFlow 247.10.0020.0000.0000.0020.00120.212 20.212MaxFlow 251.172.6340.0001.9903.0372.50024.045 22.040MaxFlow 255.182.6730.0001.9002.7862.16523.517 21.622MaxFlow *==========================================================* |TableE13a.CULVERTANALYSISCLASSIFICATION,| |andthetimetheculvertwasinaparticular| |classificationduringthesimulation.Thetimeis| |inminutes.TheDynamicWaveEquationisusedfor| |allconduitanalysisbuttheculvertflowclassification| |conditionisbasedontheHWandTWdepths.| *==========================================================* MildMildSteepMildMild SlopeSlopeTWSlopeTWSlugFlowSlopeSlope CriticalDControlInsignfOutlet/TW>DTW<=D ConduitOutletOutletEntranceEntranceOutletOutlet OutletInletInlet NameControlControlControlControlControlControl ControlControlConfiguration Link141.6672728.333150.0000.0000.0000.000 0.0000.000None Link160.0001368.333720.000403.3330.0000.000 388.3330.000None Link180.0002775.00066.6670.00038.3330.000 0.0000.000None Link200.0002798.33361.6670.00020.0000.000 0.0000.000None Link220.0002798.33381.6670.0000.0000.000 0.0000.000None Link24766.6671991.667121.6670.0000.0000.000 0.0000.000None Link261.6672755.000123.3330.0000.0000.000 0.0000.000None Link310.0002840.00040.0000.0000.0000.000 0.0000.000None Link330.0002840.00040.0000.0000.0000.000 0.0000.000None Link340.0002670.00076.667133.3330.0000.000 0.0000.000None Page120 Coupland_Exist100yr.out Link360.0002840.00040.0000.0000.0000.000 0.0000.000None Link370.0002840.00040.0000.0000.0000.000 0.0000.000None Link42.1.10.0002840.0000.00040.0000.0000.000 0.0000.000None Link4133.3332838.3338.3330.0000.0000.000 0.0000.000None Link480.0002840.00040.0000.0000.0000.000 0.0000.000None 227.10.0002781.66776.6670.00021.6670.000 0.0000.000None 231.10.0002596.66786.6670.000196.6670.000 0.0000.000None 235.10.0002340.00061.667183.33383.333211.667 0.0000.000None 239.10.0000.00025.0002416.66730.000408.333 0.0000.000None 243.10.0002461.66776.6670.000341.6670.000 0.0000.000None 247.10.0000.000111.6672423.3330.000343.333 1.6670.000None 251.11153.3331345.000123.3330.000248.3333.333 6.6670.000None 255.10.0000.0002403.333121.6670.000248.333 106.6670.000None *=====================================* |KinematicWaveApproximations| |TimeinMinutesforEachCondition| *=====================================* ConduitDurationofSlopeSuperRoll NameNormalFlowCriteriaCriticalWaves Link142565.442783.270.140.00 Link162366.532782.130.000.00 Link181293.962813.040.000.00 Link209.782814.130.070.00 Link220.000.000.000.00 Link240.02260.780.060.00 Link261127.532753.560.230.00 Link310.2235.220.000.00 Link330.000.000.000.00 Link340.000.000.000.00 Link36795.392837.080.690.00 Link3717.272716.470.000.00 Link42.1.179.92121.860.000.00 Page121 Coupland_Exist100yr.out Link411514.742834.9612.500.00 Link484.63689.690.000.00 227.10.002641.950.580.00 231.10.092778.580.800.00 235.10.00163.830.000.00 239.10.003.820.000.00 243.10.000.000.000.00 247.10.000.000.000.00 251.10.08149.9619.930.00 255.1172.58725.902292.790.00 *========================================================* |TableE14NaturalChannelOverbankFlowInformation| *========================================================* <MaximumVelocity><MaximumFlow> <MaximumArea><Max.StorageVolume> ConduitLeftCenterRightLeftCenterRight LeftCenterRightLeftCenterRightMaximum NameVelocityVelocityVelocityFlowFlowFlow AreaAreaAreaAreaAreaAreaDepth Link140.3541.2070.0000.43634.5550.000 1.23328.6330.00084.2971957.3290.00028.638 Link160.3770.6590.3412.25531.0870.177 5.98347.1560.519136.7031077.50411.85447.156 Link180.3900.6090.5934.69743.5168.903 12.04671.40715.0072928.64817361.2403648.71962.420 Link200.7501.2480.9138.33790.8966.853 11.11072.8407.5051305.5448559.449881.93069.435 Link220.5000.9510.8043.69389.0382.277 7.38193.6592.8312084.30826449.348799.48093.659 Link240.7341.6730.9785.38386.8100.554 7.33651.8960.5672054.89614537.632158.71251.896 Link260.7491.2560.9797.70682.1862.489 10.28565.4432.543399.4882541.79898.78265.443 Link310.2071.7580.30786.2101244.37950.214 417.107707.828163.710100218.372141339.17629723.099712.241 Link330.0002.1430.3000.0001343.690104.727 0.000626.881349.2110.000120774.97767230.195627.209 Link340.0001.6490.0000.00036.2890.000 0.00022.0080.0000.0001083.9060.00022.025 Link360.1311.3960.153163.7371150.636122.992 1245.173824.316802.394612749.627411688.111411379.338824.316 Link370.1951.5450.050137.1571167.5270.104 702.658755.5322.109519945.662563203.5301577.013757.700 Link42.1.10.0741.6850.06214.0591292.3380.215 Page122 Coupland_Exist100yr.out 190.953767.0853.4523880.16115349.36869.459767.509 Link410.0000.4720.0000.00010.2260.000 0.00021.6440.0000.0002890.5050.00021.650 Link480.1671.9920.34658.8791278.90252.482 352.368642.059151.70713481.58224565.1955804.301642.220 *========================================================* |TableE14aNaturalChannelEncroachmentInformation| *========================================================* <ExistingConveyanceCondition>< EncroachmentConveyanceCondition><%Volume><EncroachmentData> ConduitLeftCentreRightTotalLeftRightLeft CentreRightTotalLeftRightReductionDepth NameBankChannelBankStationStationBank ChannelBankStationStationLeftRightIncr.Method Link1417.4911384.80.00001402.30.000023.31317.4911384.8 0.00001402.30.000023.3130.00000.00000.0000None Link16217.582998.817.0623233.40.000027.684217.582998.8 17.0623233.40.000027.6840.00000.00000.0000None Link18646.295988.21225.27859.7.0001045.000646.295988.2 1225.27859.7.0001045.0000.00000.00000.0000None Link20567.696189.5466.667223.8.0001040.000567.696189.5 466.667223.8.0001040.0000.00000.00000.0000None Link22302.167284.8186.287773.30.000040.106302.167284.8 186.287773.30.000040.1060.00000.00000.0000None Link24214.573460.622.0843697.30.000032.239214.573460.6 22.0843697.30.000032.2390.00000.00000.0000None Link26485.705180.4156.915823.00.000030.497485.705180.4 156.915823.00.000030.4970.00000.00000.0000None Link315929.285583.63453.594966.34492.65492.75929.285583.6 Page123 Coupland_Exist100yr.out 3453.594966.34492.65492.70.00000.00000.0000None Link330.000098266.97658.9105926.3449.14054.10.000098266.9 7658.9105926.3449.14054.10.00000.00000.0000None Link340.0000946.610.0000946.615.414522.1920.0000946.61 0.0000946.615.414522.1920.00000.00000.0000None Link3616822.7118219.12636.5147678.3325.45704.816822.7118219. 12636.5147678.3325.45704.80.00000.00000.0000None Link3714713.9125250.11.206139975.4980.45358.014713.9125250. 11.206139975.4980.45358.00.00000.00000.0000None Link42.1.11439.4132314.22.018133775.4943.25372.91439.4132314. 22.018133775.4943.25372.90.00000.00000.0000None Link410.0000926.070.0000926.075.498522.1270.0000926.07 0.0000926.075.498522.1270.00000.00000.0000None Link484245.892222.53784.5100253.4399.55437.44245.892222.5 3784.5100253.4399.55437.40.00000.00000.0000None *==================================* |TableE14bFloodplainMapping| *==================================* ConduitUpstreamDownstreamChannelCenter<LeftOffsets ><RightOffsets><ChannelWidths> NameWSElev.WSElev.LengthStationNaturalEncroach BankNaturalEncroachBankTotalEncroach. Link1425.312825.307068.360015.000015.000015.0000 10.00008.31338.313310.000023.313323.3133 Link1625.283425.288822.850015.000015.000015.0000 Page124 Coupland_Exist100yr.out 10.000012.684212.684210.000027.684227.6842 Link1825.267925.2425243.130015.000015.000115.0001 10.000030.000130.000110.000045.000245.0002 Link2025.134225.1036117.510015.000015.000115.0001 10.000025.000125.000110.000040.000240.0002 Link2224.941524.9910282.400025.000025.000025.0000 20.000015.105815.105810.000040.105840.1058 Link2424.834724.5884280.130020.000020.000020.0000 10.000012.239212.239210.000032.239232.2392 Link2623.603123.600138.840015.350015.350015.3500 9.720015.147015.147010.070030.497030.4970 Link3122.933622.8937199.68004765.9700273.3669273.3669 106.3600726.7229726.722969.31001000.08981000.0898 Link3322.893722.8234192.66003498.920049.779149.7791 70.7100555.2097555.209748.4200604.9888604.9888 Link3425.334125.373149.250015.00009.58559.5855 10.00007.19237.192310.000016.777716.7777 Link3622.823422.8089499.43003687.5900362.1960362.1960 94.86002017.21002017.210053.46002379.40602379.4060 Link3722.808922.7359745.44005037.420056.973556.9735 110.9000320.5635320.563578.4400377.5370377.5370 Link42.1.122.735922.737720.01004995.780052.557152.5571 118.3100377.1273377.127364.8400429.6844429.6844 Link4125.391725.3731133.550015.00009.50159.5015 Page125 Coupland_Exist100yr.out 10.00007.12697.126910.000016.628416.6284 Link4822.942122.933638.26004722.1000322.6233322.6233 66.5800715.3020715.302048.42001037.92531037.9253 *=========================================================* |TableE15SPREADSHEETINFOLIST| |ConduitFlowandJunctionDepthInformationforusein| |spreadsheets.Themaximumvaluesinthistablearethe| |truemaximumvaluesbecausetheysampleeverytimestep.| |Thevaluesinthereviewresultsmayonlybethe| |maximumofasubsetofallthetimestepsintherun.| |Note:Theseflowsareonlytheflowsinasinglebarrel.| *=========================================================* ConduitMaximumTotalMaximumMaximum## JunctionInvertMaximum NameFlowFlowVelocityVolume## NameElevationElevation (cfs)(ft^3)(ft/s)(ft^3)## (ft)(ft) ## Link1434.99105332940.898222.632632041.62627## Node1322.7400025.33411 Link1633.51893332785.716422.163471226.06080## Node1422.7000025.31281 Link1857.11638568902.673030.9032023938.60749## Node1521.2000025.30698 Link20106.086031098764.452401.4492210746.92315## Node1621.1600025.28344 Link2295.008121099482.955721.2073129333.13611## Node1720.3100025.28881 Link2492.746021100753.229382.2650016751.24075## Node1919.4300025.24248 Link2692.380821099464.382753.704693040.06759## Node2019.6300025.13416 Link311380.8029144234752.198382.29583271280.64712## Node2119.6900025.10359 Link331448.4168445342496.467502.63689188005.17228## Node2219.8000024.99097 Link3436.28897333185.767651.701701083.90583## Node2319.4500024.94151 Link361437.3652045360988.920322.381591435817.07616## Node2419.8700024.83466 Page126 Coupland_Exist100yr.out Link371304.7881245408283.964271.848221084726.20498## Node2519.5700024.58839 Link42.1.11306.6115645446682.616601.7295819298.98805## Node2618.8500023.60314 Link4110.2257098373.277030.822002890.50453## Node2718.2200023.60006 Link481390.2625544236867.874652.5433243851.07849## Node2811.4700022.89371 227.111.26502192453.066042.38334167.26428## Node3111.4800022.93356 231.115.04877251287.030912.95312193.17875## Node3311.4600022.82344 235.111.53824247965.408252.33729171.30433## Node3511.4900022.94211 239.139.02364762684.617947.91020171.20521## Node369.0200022.80886 243.145.84274782485.729329.30351172.85026## Node378.4600022.73587 247.140.43098779291.309318.20707123.07216## Node418.4600022.73766 251.172.768681007439.3350114.75826247.20499## Node18.1.114.9900025.26793 255.182.836671073998.2382111.67555890.94487## Node34.1.116.3200025.37314 W1424.88865140502.293380.000000.00000## Node3923.1500025.39170 W1524.0696281649.577960.000000.00000## W1723.70782100850.889670.000000.00000## W2082.40964335969.226850.000000.00000## W2176.60531316574.071910.000000.00000## W2465.26786320764.262390.000000.00000## W2541.1170693386.308370.000000.00000## W2715.6023425278.023090.000000.00000## FREE#11306.1279645461777.918370.000000.00000## *====================================================* |TableE15aSPREADSHEETREACHLIST| |PeakflowandTotalFlowlistedbyReachorthose| |conduitsordiversionshavingthesame| |upstreamanddownstreamnodes.| *====================================================* UpstreamDownstreamMaximumTotal NodeNodeFlowFlow (cfs)(ft^3) Node14Node1534.9913.32941E+05 Node16Node1733.5193.32786E+05 Page127 Coupland_Exist100yr.out Node18.1.1Node1957.1165.68903E+05 Node20Node21106.091.09876E+06 Node23Node2295.0081.09948E+06 Node24Node2592.7461.10075E+06 Node26Node2792.3811.09946E+06 Node31Node281380.84.42348E+07 Node28Node331448.44.53425E+07 Node13Node34.1.136.2893.33186E+05 Node33Node361437.44.53610E+07 Node36Node371304.84.54083E+07 Node37Node411306.64.54467E+07 Node39Node34.1.110.22698373. Node35Node311390.34.42369E+07 Node13Node1411.2651.92453E+05 Node15Node1615.0492.51287E+05 Node18.1.1Node1711.5382.47965E+05 Node20Node1939.0247.62685E+05 Node22Node2145.8437.82486E+05 Node24Node2340.4317.79291E+05 Node25Node2672.7691.00744E+06 Node27Node2882.8371.07400E+06 Node13Node1424.8891.40502E+05 Node15Node1624.07081650. Node17Node18.1.123.7081.00851E+05 Node19Node2082.4103.35969E+05 Node21Node2276.6053.16574E+05 Node23Node2465.2683.20764E+05 Node25Node2641.11793386. Node27Node2815.60225278. ######################################################### #TableE16.NewConduitInformationSection# #ConduitInvert(IE)ElevationandConduit# #MaximumWaterSurface(WS)Elevations# ######################################################### ConduitNameUpstreamNodeDownstreamNodeIEUpIEDn WSUpWSDnConduitType Link14Node14Node1523.0021.50 25.3125.31Natural Link16Node16Node1721.8020.69 25.2825.29Natural Link18Node18.1.1Node1920.7519.70 25.2725.24Natural Link20Node20Node2120.1519.69 25.1325.10Natural Page128 Coupland_Exist100yr.out Link22Node23Node2220.1720.15 24.9424.99Natural Link24Node24Node2520.1719.80 24.8324.59Natural Link26Node26Node2718.8518.22 23.6023.60Natural Link31Node31Node2811.4811.47 22.9322.89Natural Link33Node28Node3311.4711.46 22.8922.82Natural Link34Node13Node34.1.123.0422.28 25.3325.37Natural Link36Node33Node3611.469.020 22.8222.81Natural Link37Node36Node379.0208.460 22.8122.74Natural Link42.1.1Node37Node418.4608.460 22.7422.74Natural Link41Node39Node34.1.123.1522.28 25.3925.37Natural Link48Node35Node3111.4911.48 22.9422.93Natural 227.1Node13Node1422.7422.70 25.3325.31Circular 231.1Node15Node1621.2021.16 25.3125.28Circular 235.1Node18.1.1Node1720.4520.31 25.2725.29Circular 239.1Node20Node1919.7119.43 25.1325.24Circular 243.1Node22Node2120.1520.03 24.9925.10Circular 247.1Node24Node2319.8719.45 24.8324.94Circular 251.1Node25Node2619.8019.54 24.5923.60Circular 255.1Node27Node2818.8016.27 23.6022.89Circular *=============================================================================* |TableE18JunctionContinuityError.DivisionbyVolumeadded11/96| || |ContinuityError=NetFlow+BeginningVolumeEndingVolume| || |TotalFlow+(BeginningVolume+EndingVolume)/2| || |NetFlow=NodeInflowNodeOutflow| |TotalFlow=absolute(Inflow+Outflow)| Page129 Coupland_Exist100yr.out |Intermediatecolumnisajudgementonthenodecontinuityerror.| || |Excellent<1percentGreat1to2percentGood2to5percent| |Fair5to10percentPoor10to25percentBad25to50percent| |Terrible>50percent| *=============================================================================* Junction<ContinuityError>RemainingBeginning NetFlowTotalFlowFailedto NameVolume%ofNode%ofInflowVolumeVolume ThruNodeThruNodeConverge Node1345.47970.00680.000122.03690.0000 23.4428666141.1271118 Node14147.05950.02210.000312.09950.0000 134.9600665896.25760 Node15118.06450.01770.000328.63900.0000 89.4255665877.50710 Node1673.15230.01100.000226.00880.0000 47.1435665722.32530 Node17114.65140.01640.000313.25370.0000 101.3976697878.38130 Node19479.83840.02180.001160.45710.0000 419.38142196848.5800 Node20289.50670.01320.000651.86380.0000 237.64292197418.2970 Node21404.37380.01840.000935.95950.0000 368.41432197824.2540 Node22514.37500.02340.001114.81140.0000 499.56362198542.7570 Page130 Coupland_Exist100yr.out Node23664.18910.03020.001526.86760.0000 637.32162199538.5270 Node24752.68160.03420.001715.65920.0000 737.02242200808.8010 Node25116.78430.00530.00034.87870.0000 111.90552201578.8730 Node261287.87820.05850.00287.33600.0000 1295.21422200290.0260 Node27111.29360.00510.000214.52570.0000 125.81932198740.6440 Node289482.02350.01050.020921.18610.0000 9460.837490676524.930 Node312622.11700.00300.005813.04550.0000 2609.071588471620.070 Node3319802.95990.02180.043727.84370.0000 19775.116290703485.390 Node351486.58740.00170.00330.52780.0000 1486.059688474782.670 Node3647950.94780.05280.105846.44690.0000 47904.500990769272.880 Node37599.07320.00070.001327.58260.0000 571.490690854966.580 Node41218.32430.00020.00050.46750.0000 217.856890908460.53130 Page131 Coupland_Exist100yr.out Node18.1.1325.30570.02860.0007113.53430.0000 211.77151137766.9171 Node34.1.10.82590.00010.0000135.56430.0000 136.3903666513.8545118 Node39108.02590.05490.000237.41890.0000 70.6070196677.60750 Thetotalcontinuityerrorwas84916.cubicfeet Theremainingtotalvolumewas758.01cubicfeet YourmeannodecontinuityerrorwasExcellent YourworstnodecontinuityerrorwasExcellent *===================================================* |TableE19JunctionInflow&OutflowListing| |Unitsareeitherft^3orm^3| |dependingontheunitsinyourmodel.| *===================================================* ConstantUserInterfaceDWF InflowRNFLayerInflow JunctionInflowInflowInflowInlow throughInflowfromOutflowEvaporationBasin NametoNodetoNodetoNodetoNode OutfalltoNode2DLayerfromNodefromNodeInfil. Node170.00000.00000.00000.0000 0.000016275.86830.00000.00000.00000.00 Node190.00000.00000.00000.0000 0.0000529278.52810.00000.00000.00000.00 Node350.000044.2379E+060.00000.0000 0.00000.00000.00000.00000.00000.00 Node410.00000.00000.00000.0000 0.00000.00000.000045.4618E+060.00000.00 Page132 Coupland_Exist100yr.out Node18.1.10.00000.00000.00000.0000 0.0000220041.46020.00000.00000.00000.00 Node34.1.10.00000.00000.00000.0000 0.0000234947.89150.00000.00000.00000.00 Node390.00000.00000.00000.0000 0.000098301.68550.00000.00000.00000.00 *=====================================================* |TableE20JunctionFloodingandVolumeListing.| |Themaximumvolumeisthetotalvolume| |inthenodeincludingthevolumeinthe| |floodedstoragearea.Thisisthemax| |volumeatanytime.Thevolumeinthe| |floodedstorageareaisthetotalvolume| |abovethegroundelevation,wherethe| |floodedpondstorageareastarts.| |Thefourthcolumnisinstantaneous,thefifthisthe| |sumofthefloodedvolumeovertheentiresimulation| |Unitsareeitherft^3orm^3dependingontheunits.| *=====================================================* OutofPassedto 2Dcell 1DSystemOR VolumeStored JunctionSurchargedFlooded(FloodedMaximumin allowedFlood NameTime(min)Time(min)Volume)VolumePondof 1DSystem Node130.0000.0000.00032.60.000 Node140.0000.0000.00032.80.000 Node150.0000.0000.00051.60.000 Node160.0000.0000.00051.80.000 Node170.0000.0000.00062.60.000 Node1983.10.0000.00073.00.000 Node200.0000.0000.00069.20.000 Node2150.50.0000.00068.00.000 Node220.0000.0000.00065.20.000 Node230.0000.0000.00069.00.000 Node240.0000.0000.00062.40.000 Page133 Coupland_Exist100yr.out Node250.0000.0000.00063.10.000 Node260.0000.0000.00059.70.000 Node270.0000.0000.00067.60.000 Node280.0000.0000.000144.0.000 Node310.0000.0000.000144.0.000 Node330.0000.0000.000143.0.000 Node350.0000.0000.000144.0.000 Node360.0000.0000.000173.0.000 Node370.0000.0000.000179.0.000 Node410.0000.0000.000179.0.000 Node18.1.10.0000.0000.000129.0.000 Node34.1.10.0000.0000.000114.0.000 Node390.0000.0000.00028.20.000 *==================================* |SimulationSpecificInformation| *==================================* NumberofInputConduits..........23NumberofSimulatedConduits...... 32 NumberofNaturalChannels........15NumberofJunctions............... 24 NumberofStorageJunctions.......0NumberofWeirs................... 8 NumberofOrifices................0NumberofPumps................... 0 NumberofFreeOutfalls...........1NumberofTideGateOutfalls...... 0 *=========================================================* |Average%ChangeinJunctionorConduitisdefinedas:| |Conduit%Change==>100.0(Q(n+1)Q(n))/Qfull| |Junction%Change==>100.0(Y(n+1)Y(n))/Yfull| *=========================================================* TheConduitwiththelargestaveragechangewas..Link42.1.1with 0.006percent TheJunctionwiththelargestaveragechangewas.Node41with 0.063percent TheConduitwiththelargestsinuositywas.......251.1with 5.941 *===================================================================* |TableE21.Continuitybalanceattheendofthesimulation| |JunctionInflow,OutfloworStreetFlooding| |Error=Inflow+InitialVolumeOutflowFinalVolume| *===================================================================* Page134 Coupland_Exist100yr.out InflowInflowAverage JunctionVolume,ft^3Inflow,cfs Node1716276.36700.0942 Node19529292.06213.0630 Node3544237914.7911256.0065 Node18.1.1220047.94631.2734 Node34.1.1234954.80981.3597 Node3998304.33050.5689 Node4145461777.9184263.0890 OutflowOutflowAverage JunctionVolume,ft^3Outflow,cfs Node4145461777.9184263.0890 *=====================================================* |Initialsystemvolume=0.0000CuFt| |Totalsysteminflowvolume=45.336725E+06CuFt| |Inflow+Initialvolume=45.336725E+06CuFt| *=====================================================* |Totalsystemoutflow=45.461778E+06CuFt| |Volumeleft(Finalvolume)=758.0146CuFt| |Evaporation=0.0000CuFt| Page135 Coupland_Exist100yr.out |BasinInfiltration=0.0000CuFt| |Outflow+FinalVolume=45.462536E+06CuFt| *=====================================================* *===============================================* |TotalModelContinuityError| |ErrorinContinuity,Percent=0.2775| |ErrorinContinuity,ft^3=125810.547| |+Errormeansacontinuityloss,again| *===============================================* ################################################### #TableE22.NumericalModeljudgementsection# ################################################### Overallerrorwas(minimumofTableE18&E21)0.1873percent WorstnodalerrorwasinnodeNode36with0.0528percent Ofthetotalinflowthislosswas0.1058percent Page136 Coupland_Exist100yr.out YouroverallcontinuityerrorwasExcellent PoorEfficiency Efficiencyofthesimulation9.94 MostNumberofNonConvergencesatoneNode130. TotalNumberNonConvergencesatallNodes367. TotalNumberofNodeswithNonConvergences4. ######################################################### #TableE23.NewBasinDesignInformation# #MaximumHydraulicGradeLine,# #OutConduitSizesandMaximumFlow# Page137 Coupland_Exist100yr.out ######################################################### A)Resized/sPipesbasedongivenHGL B)ResizeBasinbasedongivenHGL C)Resized/sPipesandBasinbasedonHGLandmaxdischarge D)Resized/spipesbasedongivenmaxdischarge BasinNameTypeMax.HGLConduitDepthWidth BarrelsMax.Flow (ft)(ft)(ft) (ft^3/s) ===>Hydraulicmodelsimulationendednormally. ===>XPSWMMSimulationendednormally. ===>Yourinputfilewasnamed:D:\\cfa\\2016\\12024.Coupland_Paving_and Drainage\\ENG\\H&H\\SWMM\\Coupland_Exist100yr.DAT ===>Youroutputfilewasnamed:D:\\cfa\\2016\\12024.Coupland_Paving_and Drainage\\ENG\\H&H\\SWMM\\Coupland_Exist100yr.out *==============================================================* |SWMMSimulationDateandTimeSummary| *==============================================================* |StartingDate...July17,2017Time...13:38:57.294| |EndingDate...July17,2017Time...13:39:30.394| |ElapsedTime...0.53750minutesor32.25000seconds| *==============================================================* Page138 APPENDIX 3 tƩƚƦƚƭĻķ –t{‘aa \[ğǤƚǒƷ Coupland_Prop5yr_NoImpact.out CurrentDirectory:C:\\PROGRA~2\\XPSOLU~1\\XPSTOR~1.1 EngineName:C:\\PROGRA~2\\XPSOLU~1\\XPSTOR~1.1\\SWMMEN~2.EXE InputFile:and_Paving_andDrainage\\ENG\\H&H\\SWMM\\Coupland_Prop5yr_NoImpact.XP *===============================================* |xpswmm| |StormandWastewaterManagementModel| |DevelopedbyXPSolutionsInc.| |===============================================| || |LastUpdate:October,2015| |InterfaceVersion:2016| |EngineVersion:12.0| |DataFileVersion:12.62| || || *===============================================* EngineName:C:\\PROGRA~2\\XPSOLU~1\\XPSTOR~1.1\\SWMMEN~2.EXE *====================================================* |InputandOutputfilenamesbyLayer| *====================================================* InputFiletoLayer#1JOT.US OutputFiletoLayer#1JOT.US InputFiletoLayer#2JOT.US OutputFiletoLayer#2JOT.US Page1 Coupland_Prop5yr_NoImpact.out *===========================================================* |ConfigurationParameters| |ConfigurationParameters,boththosethatarehardwired| |andthoseaddedtothesimulationarelistedbelow.| |ConfigurationParametersthatstartwitha$aresetin| |theengineasdefaults.TheremaininginUPPERCASE| |havebeenaddedtothesimulationintheConfiguration>| |ConfigurationParametersdialogorasEngineDefaultsin| |theSWMXP.INIfile.| || |ConsulttheHelpFileforthespecificmeaning/purpose| |ofanyparticularparameter.| || |Note:| |Thesecondcolumndenotesthevalueoftheparameter.| *===========================================================* $powerstation0.000012 $perv0.000004 $oldegg0.000007 $as0.0000011 $noflat0.0000021 $oldomega0.0000024 $oldvol0.0000128 $implicit0.0000129 $oldhot0.0000131 $oldscs0.0000033 $flood0.0000140 $nokeys0.0000042 $pzero0.0000055 $oldvol20.0000259 $storage20.0000362 $oldhot10.0000163 $pumpwt0.0000170 $ecloss0.0000177 $exout0.0000097 $spatial=0.900.90005124 $djref=1.00.10003143 $weirlen=5050.00001153 $oldbnd0.00001154 $nogrelev0.00001161 $ncmid0.00000164 $new_nl_970.00002290 SCSIADEPTH=ON0.00001293 $best970.00001294 Page2 Coupland_Prop5yr_NoImpact.out $newbound0.00001295 $q_tol=0.010.00011316 $new_storage0.00001322 $old_iteration0.00001333 MINLEN=1010.00001346 $review_elevation0.00001383 $use_half_volume0.00001385 VERT_WALLS=ON0.00001389 $min_ts=1.01.00001407 $design_restart=on0.00001412 $zero_value=1.e050.00001415 SUBCATCHMENT_RES=ON0.00001419 $relax_depth=on0.00001427 $saveallpts=on0.00001434 $channel_geometry=10.00001456 *====================================================* |Allobjectnamesarelessthan20characters.| |Nonamesubstitutionsrequired!| *====================================================* *==========================================================* |ParameterValuesontheTapesCommonBlock.Thesearethe| |valuesreadfromthedatafileanddynamicallyallocated| |bythemodelforthissimulation.| *==========================================================* NumberofSubcatchmentsintheRunoffBlock(NW)....5 NumberofChannel/PipesintheRunoffBlock(NG)....0 RunoffWaterqualityconstituents(NRQ).............0 RunoffLandUsesperSubcatchment(NLU).............0 NumberofElementsintheTransportBlock(NET).....0 NumberofStorageJunctionsinTransport(NTSE).....0 NumberofInputHydrographsinTransport(NTH)......0 NumberofElementsintheExtranBlock(NEE)........39 NumberofGroundwaterSubcatchmentsinRunoff(NGW).0 NumberofInterfacelocationsforallBlocks(NIE)..39 NumberofPumpsinExtran(NEP).....................0 NumberofOrificesinExtran(NEO)..................1 NumberofTideGates/FreeOutfallsinExtran(NTG)..1 NumberofExtranWeirs(NEW)........................9 Numberofscshydrographpoints.....................3457 NumberofExtranprintoutlocations(NPO)...........0 NumberofTideelementsinExtran(NTE).............1 NumberofNaturalchannels(NNC)....................15 NumberofStoragejunctionsinExtran(NVSE)........0 NumberofTimehistorydatapointsinExtran(NTVAL).0 Page3 Coupland_Prop5yr_NoImpact.out NumberofVariablestorageelementsinExtran(NVST)0 NumberofInputHydrographsinExtran(NEH).........1 NumberofParticlesizesinTransportBlock(NPS)...0 NumberofUserdefinedconduits(NHW)...............5 NumberofConnectingconduitsinExtran(NECC)......20 NumberofUpstreamelementsinTransport(NTCC).....10 NumberofStorage/treatmentplants(NSTU)...........1 NumberofValuesforR1linesinTransport(NR1)....0 NumberofNodestobeallowedfor(NNOD)............39 NumberofPlugsinaStorageTreatmentUnit.........1 ####################################################### #EntrymadetotheRunoffLayer(Block)ofSWMM# #LastUpdatedJune,2014byXPSolutions# *==========================================================* |RUNOFFTABLESINTHEOUTPUTFILE.| |Thesearethemoreimportanttablesintheoutputfile.| |Youcanuseyoureditortofindthetablenumbers,| |forexample:searchforTableR3tocheckcontinuity.| |ThisoutputfilecanbeimportedintoaWordProcessor| |andprintedonUSletterorA4paperusingportrait| |mode,courierfont,asizeof8pt.andmarginsof0.75| || |TableR1PhysicalHydrologyData| |TableR2Infiltrationdata| |TableR3RaingageandInfiltrationDatabaseNames| |TableR4GroundwaterData| |TableR5ContinuityCheckforSurfaceWater| |TableR6ContinuityCheckforChannels/Pipes| |TableR7ContinuityCheckforSubsurfaceWater| |TableR8Infiltration/InflowContinuityCheck| |TableR9SummaryStatisticsforSubcatchments| |TableR10SensitivityanlysisforSubcatchments| *==========================================================* A1 ########################################### #RUNOFFJOBCONTROL# ########################################### SnowmeltparameterISNOW.......................0 NumberofraingagesNRGAG.....................1 QualityisnotsimulatedKWALTY................0 Page4 Coupland_Prop5yr_NoImpact.out DefaultevaporationrateusedIVAP.............0 HourofdayatstartofstormNHR..............0 MinuteofhouratstartofstormNMN...........0 TimeTZEROatstartofstorm(hours).............0.000 UseU.S.CustomaryunitsformostI/OMETRIC...0 Runoffinputprintcontrol...0 Runoffgraphplotcontrol....0 Runoffoutputprintcontrol..0 Limitnumberofgroundwaterconvergencemessagesto10000 Printheadersevery50linesNOHEAD(0=yes,1=no)0 PrintlanduseloadpercentagesLANDUPR(0=no,1=yes)0 Month,day,yearofstartofstormis:1/1/2016 Wettimesteplength(seconds).......60.0 Drytimesteplength(seconds).......86400.0 Wet/Drytimesteplength(seconds)...60.0 Simulationlengthis......48.0Hours IfHortoninfiltrationmodelisbeingused Amixtureofinfiltrationoptionsmaybeusedin XPSWMMasawatershedspecificoption. Rateforregenerationofinfiltration=REGEN*DECAY Decayisreadinforeachsubcatchment REGEN=.............................................0.01000 Raingage#................................1 KTYPERainfallinputtype..............0 NHISTOTotalnumberofrainfallvalues..899 KINCRainfallvalues(pairs)perline..10 KPRINTPrintrainfall(0Yes,1No).......0 KTIMEPrecipitationtimeunits 0>Minutes1>Hours................0 KPREPPrecipitationunittype 0>Intensity1>Volume.............1 KTHISVariablerainfallintervals 0>No,>=1>Yes....................0 THISTORainfalltimeinterval...........5.00 TZRAINStartingtime(KTIMEunits).......0.00 ###################################### #RainfallinputsummaryfromRunoff# ###################################### Totalrainfallforgage#1is6.4200inches Page5 Coupland_Prop5yr_NoImpact.out ############################# #DataGroupF1# #EvaporationRate(in/day)# ############################# JAN.FEB.MAR.APR.MAYJUN.JUL.AUG.SEP.OCT.NOVDEC. 0.1000.1000.1000.1000.1000.1000.1000.1000.1000.1000.1000.100 ################################################### #TableR1.SUBCATCHMENTDATA# #PhysicalHydrologyData# ################################################### DeprsDeprsPrcnt Per sionsionZero SubcatchmentChannelWidthAreacentSlope "n""n"StorgeStrgeDeten NumberNameorinlet(ft)(ac)Impervft/ft ImprvPervImprvPervtion ========================================================================= ========================= 1Node39#1Node3916.0002.270050.000.002 0.0140.0300.0000.00025.00 2Node34.1.1#1Node34.1.144.3005.200067.000.002 0.0140.0300.0000.00025.00 3Node18.1.1#1Node18.1.141.6004.870067.000.002 0.0140.0300.0000.00025.00 4Node17#1Node173.4000.3600067.000.002 0.0140.0300.0000.00025.00 5Node19#1Node1976.50012.24050.000.002 0.0140.0300.0000.00025.00 ################################################################################### #################### #TableR2.SUBCATCHMENTDATA # #InfiltrationorTimeofConcentrationData # # # #InfiltrationTypeInfl#1(#5)Infl#2(#6)Infl#3(#7) Infl#4(#8)# #SCS>CompCNTimeConcShapeFactor Page6 Coupland_Prop5yr_NoImpact.out DepthorFraction# #SBUH>CompCNTimeConcN/A N/A# #GreenAmpt>SuctionHydrCondInitialMD N/A# #Horton>MaxRateMinRateDecayRate(1/sec) Max.Infilt.Volume# #Proportional>ConstantN/AN/A N/A# #Initial/ContLoss>InitialContinuingN/A N/A# #Initial/Proportional>InitialConstantN/A N/A# #LaurensonParameters>BValuePervious"n"ImperviousCont Exponent# #RationalFormula>TcMethodFlowPathLengthFlowPathSlope RoughnessorRetardance# #(#1#4isImperviousData/#5#8isPervious Data)# #RationalFormulaTcMethod:1=Constant # #2=Friend'sEquation # #3=KinematicWave # #4=AlamedaMethod # #5=Izzard'sFormula # #6=Kerby'sEquation # #7=Kirpich'sEquation # #8=BransbyWilliamsEquation # #9=FederalAviationAuthority Equation# ################################################################################### #################### SubcatchmentInflInflInflInflInfl InflInflInfl NumberName#1#2#3#4#5# 6#7#8 ===================================================================== =========================== 1Node39#112.4500.0240.385 2Node34.1.1#112.4500.0240.385 Page7 Coupland_Prop5yr_NoImpact.out 3Node18.1.1#112.4500.0240.385 4Node17#112.4500.0240.385 5Node19#112.4500.0240.385 ############################################################ #TableR3.SUBCATCHMENTDATA# #RainfallandInfiltrationDatabaseNames# ############################################################ SubcatchmentGageInfiltrationRouting NumberNameNoTypeType ================================================================= 1Node39#11GreenAmptNonlinearreservoir 2Node34.1.1#11GreenAmptNonlinearreservoir 3Node18.1.1#11GreenAmptNonlinearreservoir 4Node17#11GreenAmptNonlinearreservoir 5Node19#11GreenAmptNonlinearreservoir TotalNumberofSubcatchments...5 TotalTributaryArea(acres)....24.94 ImperviousArea(acres).........14.24 PerviousArea(acres)...........10.70 TotalWidth(feet)..............181.80 ImperviousArea(%).............57.11 ################################################### #SUBCATCHMENTDATA# #Default,Ratiovaluesforsubcatchmentdata# #Usedwiththecalibratenodeintherunoff.# #1width2area3impervious%# #4slope5imp"n"6perv"n"# #7impds8pervds91stinfil# #102ndinfil113rdinfil# ################################################### Column1234567 891011 Default0.00000.00000.00000.00000.00000.00000.0000 0.00000.00000.00000.0000 Ratio1.00001.00001.00001.00001.00001.00001.0000 1.00001.00001.00001.0000 ********************************************************* *ArrangementofSubcatchmentsandChannel/Pipes* ********************************************************* Page8 Coupland_Prop5yr_NoImpact.out Inlet Node39NoTributaryChannel/Pipes TributarySubareas........Node39#1 Node34.1.1NoTributaryChannel/Pipes TributarySubareas........Node34.1.1#1 Node18.1.1NoTributaryChannel/Pipes TributarySubareas........Node18.1.1#1 Node17NoTributaryChannel/Pipes TributarySubareas........Node17#1 Node19NoTributaryChannel/Pipes TributarySubareas........Node19#1 *********************************************************** *Hydrographswillbestoredforthefollowing5INLETS* *********************************************************** Node39Node34.1.1Node18.1.1 Node17Node19 ************************************************ *QualitySimulationnotincludedinthisrun* ************************************************ *************************************************** *PrecipitationInterfaceFileSummary* *Numberofprecipitationstation....1* *************************************************** LocationStationNumber 1.1 XXXEndofHeaderSectionXXX ####################################################### #EntrymadetotheHYDRAULICLayerofXPSWMM# #LastUpdatedinJune,2014byXPSolutions# ####################################################### #EntrymadetotheRunoffLayer(Block)ofSWMM# #LastUpdatedJune,2014byXPSolutions# *==========================================================* Page9 Coupland_Prop5yr_NoImpact.out |RUNOFFTABLESINTHEOUTPUTFILE.| |Thesearethemoreimportanttablesintheoutputfile.| |Youcanuseyoureditortofindthetablenumbers,| |forexample:searchforTableR3tocheckcontinuity.| |ThisoutputfilecanbeimportedintoaWordProcessor| |andprintedonUSletterorA4paperusingportrait| |mode,courierfont,asizeof8pt.andmarginsof0.75| || |TableR1PhysicalHydrologyData| |TableR2Infiltrationdata| |TableR3RaingageandInfiltrationDatabaseNames| |TableR4GroundwaterData| |TableR5ContinuityCheckforSurfaceWater| |TableR6ContinuityCheckforChannels/Pipes| |TableR7ContinuityCheckforSubsurfaceWater| |TableR8Infiltration/InflowContinuityCheck| |TableR9SummaryStatisticsforSubcatchments| |TableR10SensitivityanlysisforSubcatchments| *==========================================================* A1 ########################################### #RUNOFFJOBCONTROL# ########################################### SnowmeltparameterISNOW.......................0 NumberofraingagesNRGAG.....................1 QualityisnotsimulatedKWALTY................0 DefaultevaporationrateusedIVAP.............0 HourofdayatstartofstormNHR..............0 MinuteofhouratstartofstormNMN...........0 TimeTZEROatstartofstorm(hours).............0.000 UseU.S.CustomaryunitsformostI/OMETRIC...0 Runoffinputprintcontrol...0 Runoffgraphplotcontrol....0 Runoffoutputprintcontrol..0 Limitnumberofgroundwaterconvergencemessagesto10000 Printheadersevery50linesNOHEAD(0=yes,1=no)0 PrintlanduseloadpercentagesLANDUPR(0=no,1=yes)0 Month,day,yearofstartofstormis:1/1/2016 Wettimesteplength(seconds).......60.0 Drytimesteplength(seconds).......86400.0 Wet/Drytimesteplength(seconds)...60.0 Page10 Coupland_Prop5yr_NoImpact.out Simulationlengthis......48.0Hours IfHortoninfiltrationmodelisbeingused Amixtureofinfiltrationoptionsmaybeusedin XPSWMMasawatershedspecificoption. Rateforregenerationofinfiltration=REGEN*DECAY Decayisreadinforeachsubcatchment REGEN=.............................................0.01000 Raingage#................................1 KTYPERainfallinputtype..............0 NHISTOTotalnumberofrainfallvalues..899 KINCRainfallvalues(pairs)perline..10 KPRINTPrintrainfall(0Yes,1No).......0 KTIMEPrecipitationtimeunits 0>Minutes1>Hours................0 KPREPPrecipitationunittype 0>Intensity1>Volume.............1 KTHISVariablerainfallintervals 0>No,>=1>Yes....................0 THISTORainfalltimeinterval...........5.00 TZRAINStartingtime(KTIMEunits).......0.00 ###################################### #RainfallinputsummaryfromRunoff# ###################################### Totalrainfallforgage#1is6.4200inches ############################# #DataGroupF1# #EvaporationRate(in/day)# ############################# JAN.FEB.MAR.APR.MAYJUN.JUL.AUG.SEP.OCT.NOVDEC. 0.1000.1000.1000.1000.1000.1000.1000.1000.1000.1000.1000.100 ################################################### #TableR1.SUBCATCHMENTDATA# #PhysicalHydrologyData# ################################################### DeprsDeprsPrcnt Page11 Coupland_Prop5yr_NoImpact.out Per sionsionZero SubcatchmentChannelWidthAreacentSlope "n""n"StorgeStrgeDeten NumberNameorinlet(ft)(ac)Impervft/ft ImprvPervImprvPervtion ========================================================================= ========================= 1Node39#1Node3916.0002.270050.000.002 0.0140.0300.0000.00025.00 2Node34.1.1#1Node34.1.144.3005.200067.000.002 0.0140.0300.0000.00025.00 3Node18.1.1#1Node18.1.141.6004.870067.000.002 0.0140.0300.0000.00025.00 4Node17#1Node173.4000.3600067.000.002 0.0140.0300.0000.00025.00 5Node19#1Node1976.50012.24050.000.002 0.0140.0300.0000.00025.00 ################################################################################### #################### #TableR2.SUBCATCHMENTDATA # #InfiltrationorTimeofConcentrationData # # # #InfiltrationTypeInfl#1(#5)Infl#2(#6)Infl#3(#7) Infl#4(#8)# #SCS>CompCNTimeConcShapeFactor DepthorFraction# #SBUH>CompCNTimeConcN/A N/A# #GreenAmpt>SuctionHydrCondInitialMD N/A# #Horton>MaxRateMinRateDecayRate(1/sec) Max.Infilt.Volume# #Proportional>ConstantN/AN/A N/A# #Initial/ContLoss>InitialContinuingN/A N/A# #Initial/Proportional>InitialConstantN/A N/A# #LaurensonParameters>BValuePervious"n"ImperviousCont Exponent# #RationalFormula>TcMethodFlowPathLengthFlowPathSlope RoughnessorRetardance# Page12 Coupland_Prop5yr_NoImpact.out #(#1#4isImperviousData/#5#8isPervious Data)# #RationalFormulaTcMethod:1=Constant # #2=Friend'sEquation # #3=KinematicWave # #4=AlamedaMethod # #5=Izzard'sFormula # #6=Kerby'sEquation # #7=Kirpich'sEquation # #8=BransbyWilliamsEquation # #9=FederalAviationAuthority Equation# ################################################################################### #################### SubcatchmentInflInflInflInflInfl InflInflInfl NumberName#1#2#3#4#5# 6#7#8 ===================================================================== =========================== 1Node39#112.4500.0240.385 2Node34.1.1#112.4500.0240.385 3Node18.1.1#112.4500.0240.385 4Node17#112.4500.0240.385 5Node19#112.4500.0240.385 ############################################################ #TableR3.SUBCATCHMENTDATA# #RainfallandInfiltrationDatabaseNames# ############################################################ SubcatchmentGageInfiltrationRouting NumberNameNoTypeType ================================================================= 1Node39#11GreenAmptNonlinearreservoir 2Node34.1.1#11GreenAmptNonlinearreservoir 3Node18.1.1#11GreenAmptNonlinearreservoir 4Node17#11GreenAmptNonlinearreservoir Page13 Coupland_Prop5yr_NoImpact.out 5Node19#11GreenAmptNonlinearreservoir TotalNumberofSubcatchments...5 TotalTributaryArea(acres)....24.94 ImperviousArea(acres).........14.24 PerviousArea(acres)...........10.70 TotalWidth(feet)..............181.80 ImperviousArea(%).............57.11 ################################################### #SUBCATCHMENTDATA# #Default,Ratiovaluesforsubcatchmentdata# #Usedwiththecalibratenodeintherunoff.# #1width2area3impervious%# #4slope5imp"n"6perv"n"# #7impds8pervds91stinfil# #102ndinfil113rdinfil# ################################################### Column1234567 891011 Default0.00000.00000.00000.00000.00000.00000.0000 0.00000.00000.00000.0000 Ratio1.00001.00001.00001.00001.00001.00001.0000 1.00001.00001.00001.0000 ********************************************************* *ArrangementofSubcatchmentsandChannel/Pipes* ********************************************************* Inlet Node39NoTributaryChannel/Pipes TributarySubareas........Node39#1 Node34.1.1NoTributaryChannel/Pipes TributarySubareas........Node34.1.1#1 Node18.1.1NoTributaryChannel/Pipes TributarySubareas........Node18.1.1#1 Node17NoTributaryChannel/Pipes TributarySubareas........Node17#1 Node19NoTributaryChannel/Pipes TributarySubareas........Node19#1 *********************************************************** *Hydrographswillbestoredforthefollowing5INLETS* *********************************************************** Page14 Coupland_Prop5yr_NoImpact.out Node39Node34.1.1Node18.1.1 Node17Node19 ************************************************ *QualitySimulationnotincludedinthisrun* ************************************************ *************************************************** *PrecipitationInterfaceFileSummary* *Numberofprecipitationstation....1* *************************************************** LocationStationNumber 1.1 A1 *===========================================================* |HYDRAULICSTABLESINTHEOUTPUTFILE| |Thesearethemoreimportanttablesintheoutputfile.| |Youcanuseyoureditortofindthetablenumbers,| |forexample:searchforTableE20tocheckcontinuity.| |ThisoutputfilecanbeimportedintoaWordProcessor| |andprintedonUSletterorA4paperusingportrait| |mode,courierfont,asizeof8pt.andmarginsof0.75| || |TableE1BasicConduitData| |TableE2ConduitFactorData| |TableE3aJunctionData| |TableE3bJunctionData| |TableE4ConduitConnectivityData| |TableE4aDryWeatherFlowData| |TableE4bRealTimeControlData| |TableE5JunctionTimeStepLimitationSummary| |TableE5aConduitExplicitConditionSummary| |TableE6FinalModelCondition| |TableE7IterationSummary| |TableE8JunctionTimeStepLimitationSummary| Page15 Coupland_Prop5yr_NoImpact.out |TableE9JunctionSummaryStatistics| |TableE10ConduitSummaryStatistics| |TableE11Areaassumptionsusedintheanalysis| |TableE12Meanconduitinformation| |TableE13Channellosses(H)andculvertinfo| |TableE13aCulvertAnalysisClassification| |TableE14NaturalChannelOverbankFlowInformation| |TableE14aNaturalChannelEncroachmentInformation| |TableE14bFloodplainMapping| |TableE15SpreadsheetInfoList| |TableE15aSpreadsheetReachList| |TableE16NewConduitOutputSection| |TableE17PumpOperation| |TableE18JunctionContinuityError| |TableE19JunctionInflow&OutflowListing| |TableE20JunctionFloodingandVolumeList| |TableE21Continuitybalanceatsimulationend| |TableE22ModelJudgementSection| *==========================================================* TimeControlfromHydraulicsJobControl Year.........2014Month.......1 Day..........1Hour........0 Minute.......0Second......0 Controlinformationforsimulation Integrationcycles.................960 Lengthofintegrationstepis......180.00seconds Simulationlength..................48.00hours Donotcreateequiv.pipes(NEQUAL).0 UseU.S.customaryunitsforI/O...0 Printingstartsincycle...........1 Intermediateprintoutintervalsof.500cycles Intermediateprintoutintervalsof.1500.00minutes Summaryprintoutintervalsof......500cycles Summaryprintouttimeintervalof..1500.00minutes Hotstartfileparameter(REDO)....0 Initialtime.......................0.00hours Iterationvariables:FlowTolerance.0.00010 HeadTolerance.0.00050 Minimumdepth(morft).........0.00001 Underrelaxationparameter.......0.85000 Timeweightingparameter........0.85000 Conduitroughnessfactor........1.00000 Page16 Coupland_Prop5yr_NoImpact.out Flowadjustmentfactor..........1.00000 InitialConditionSmoothing.....0 CourantTimeStepFactor........1.00000 DefaultExpansion/ContractionK.0.00000 DefaultEntrance/ExitK.........0.00000 RoutingMethod..................DynamicWave Defaultsurfaceareaofjunctions...12.57squarefeet. MinimumJunction/ConduitDepth......0.00001feet. PondingAreaCoefficient............5000.00 PondingAreaExponent...............1.0000 MinimumOrificeLength..............1000.00feet. NJSWinputhydrographjunctions.....1 oruserdefinedhydrographs.... NaturalCrossSectioninformationforChannelLink14 ===================================================== CrossSectionID(fromX1card):1.0Channelsequencenumber:1 LeftOverbankLength:68.4ftMaximumElevation: 25.09ft. MainChannelLength:68.4ftMaximumDepth: 4.82ft. RightOverbankLength:68.4ftMaximumSectionArea: 78.2500ft^2 Maximumhydraulicradius: 1.63ft. ManningN:0.040toStation5.0Maxtopwidth: 45.00ft. "":0.040inmainChannelMaximumWettedPerimeter: 4.80E+01ft "":0.015Beyondstation25.0Maxleftbankarea: 9.80ft^2 Maxrightbankarea: 6.02ft^2 AllowableEncroachmentDepth:0.00ftMaxcenterchannelarea: 62.4250ft^2 NaturalCrossSectioninformationforChannelLink16 ===================================================== CrossSectionID(fromX1card):2.0Channelsequencenumber:2 LeftOverbankLength:22.9ftMaximumElevation: 25.09ft. MainChannelLength:22.9ftMaximumDepth: 4.82ft. RightOverbankLength:22.9ftMaximumSectionArea: 78.2500ft^2 Maximumhydraulicradius: Page17 Coupland_Prop5yr_NoImpact.out 1.63ft. ManningN:0.040toStation5.0Maxtopwidth: 45.00ft. "":0.040inmainChannelMaximumWettedPerimeter: 4.80E+01ft "":0.015Beyondstation25.0Maxleftbankarea: 9.80ft^2 Maxrightbankarea: 6.02ft^2 AllowableEncroachmentDepth:0.00ftMaxcenterchannelarea: 62.4250ft^2 NaturalCrossSectioninformationforChannelLink18 ===================================================== CrossSectionID(fromX1card):3.0Channelsequencenumber:3 LeftOverbankLength:243.1ftMaximumElevation: 25.09ft. MainChannelLength:243.1ftMaximumDepth: 4.82ft. RightOverbankLength:243.1ftMaximumSectionArea: 78.2500ft^2 Maximumhydraulicradius: 1.63ft. ManningN:0.040toStation5.0Maxtopwidth: 45.00ft. "":0.040inmainChannelMaximumWettedPerimeter: 4.80E+01ft "":0.015Beyondstation25.0Maxleftbankarea: 9.80ft^2 Maxrightbankarea: 6.02ft^2 AllowableEncroachmentDepth:0.00ftMaxcenterchannelarea: 62.4250ft^2 NaturalCrossSectioninformationforChannelLink20 ===================================================== CrossSectionID(fromX1card):4.0Channelsequencenumber:4 LeftOverbankLength:117.5ftMaximumElevation: 25.20ft. MainChannelLength:117.5ftMaximumDepth: 5.02ft. RightOverbankLength:117.5ftMaximumSectionArea: 85.7750ft^2 Maximumhydraulicradius: 2.00ft. ManningN:0.040toStation5.0Maxtopwidth: Page18 Coupland_Prop5yr_NoImpact.out 40.00ft. "":0.040inmainChannelMaximumWettedPerimeter: 4.28E+01ft "":0.015Beyondstation25.0Maxleftbankarea: 10.40ft^2 Maxrightbankarea: 5.38ft^2 AllowableEncroachmentDepth:0.00ftMaxcenterchannelarea: 70.0000ft^2 NaturalCrossSectioninformationforChannelLink22 ===================================================== CrossSectionID(fromX1card):5.0Channelsequencenumber:5 LeftOverbankLength:282.4ftMaximumElevation: 25.00ft. MainChannelLength:282.4ftMaximumDepth: 5.35ft. RightOverbankLength:282.4ftMaximumSectionArea: 128.5750ft^2 Maximumhydraulicradius: 2.43ft. ManningN:0.040toStation5.0Maxtopwidth: 50.00ft. "":0.040inmainChannelMaximumWettedPerimeter: 5.30E+01ft "":0.015Beyondstation35.0Maxleftbankarea: 10.10ft^2 Maxrightbankarea: 8.50ft^2 AllowableEncroachmentDepth:0.00ftMaxcenterchannelarea: 109.9750ft^2 NaturalCrossSectioninformationforChannelLink24 ===================================================== CrossSectionID(fromX1card):6.0Channelsequencenumber:6 LeftOverbankLength:280.1ftMaximumElevation: 25.00ft. MainChannelLength:280.1ftMaximumDepth: 6.11ft. RightOverbankLength:280.1ftMaximumSectionArea: 112.8500ft^2 Maximumhydraulicradius: 2.32ft. ManningN:0.040toStation10.0Maxtopwidth: 45.00ft. "":0.040inmainChannelMaximumWettedPerimeter: Page19 Coupland_Prop5yr_NoImpact.out 4.86E+01ft "":0.015Beyondstation30.0Maxleftbankarea: 21.17ft^2 Maxrightbankarea: 12.10ft^2 AllowableEncroachmentDepth:0.00ftMaxcenterchannelarea: 79.5750ft^2 NaturalCrossSectioninformationforChannelLink26 ===================================================== CrossSectionID(fromX1card):7.0Channelsequencenumber:7 LeftOverbankLength:38.8ftMaximumElevation: 25.00ft. MainChannelLength:38.8ftMaximumDepth: 6.39ft. RightOverbankLength:38.8ftMaximumSectionArea: 123.8687ft^2 Maximumhydraulicradius: 3.11ft. ManningN:0.040toStation5.6Maxtopwidth: 35.57ft. "":0.040inmainChannelMaximumWettedPerimeter: 3.98E+01ft "":0.015Beyondstation25.4Maxleftbankarea: 17.71ft^2 Maxrightbankarea: 14.63ft^2 AllowableEncroachmentDepth:0.00ftMaxcenterchannelarea: 91.5279ft^2 NaturalCrossSectioninformationforChannelLink31 ===================================================== CrossSectionID(fromX1card):8.0Channelsequencenumber:8 LeftOverbankLength:240.3ftMaximumElevation: 27.85ft. MainChannelLength:199.7ftMaximumDepth: 16.36ft. RightOverbankLength:181.6ftMaximumSectionArea: 28065.25ft^2 Maximumhydraulicradius: 3.71ft. ManningN:0.070toStation4659.6Maxtopwidth: 7554.14ft. "":0.032inmainChannelMaximumWettedPerimeter: 7.56E+03ft "":0.070Beyondstation4835.3Maxleftbankarea: Page20 Coupland_Prop5yr_NoImpact.out 19000.27ft^2 Maxrightbankarea: 7493.03ft^2 AllowableEncroachmentDepth:0.00ftMaxcenterchannelarea: 1571.950ft^2 NaturalCrossSectioninformationforChannelLink33 ===================================================== CrossSectionID(fromX1card):9.0Channelsequencenumber:9 LeftOverbankLength:169.1ftMaximumElevation: 29.46ft. MainChannelLength:192.7ftMaximumDepth: 17.97ft. RightOverbankLength:192.5ftMaximumSectionArea: 30196.69ft^2 Maximumhydraulicradius: 4.88ft. ManningN:0.070toStation3428.2Maxtopwidth: 6181.63ft. "":0.032inmainChannelMaximumWettedPerimeter: 6.19E+03ft "":0.070Beyondstation3547.3Maxleftbankarea: 17628.50ft^2 Maxrightbankarea: 11171.67ft^2 AllowableEncroachmentDepth:0.00ftMaxcenterchannelarea: 1396.517ft^2 NaturalCrossSectioninformationforChannelLink34 ===================================================== CrossSectionID(fromX1card):10.0Channelsequencenumber:10 LeftOverbankLength:49.2ftMaximumElevation: 25.09ft. MainChannelLength:49.2ftMaximumDepth: 4.82ft. RightOverbankLength:49.2ftMaximumSectionArea: 78.2500ft^2 Maximumhydraulicradius: 1.63ft. ManningN:0.040toStation5.0Maxtopwidth: 45.00ft. "":0.040inmainChannelMaximumWettedPerimeter: 4.80E+01ft "":0.015Beyondstation25.0Maxleftbankarea: 9.80ft^2 Maxrightbankarea: Page21 Coupland_Prop5yr_NoImpact.out 6.02ft^2 AllowableEncroachmentDepth:0.00ftMaxcenterchannelarea: 62.4250ft^2 NaturalCrossSectioninformationforChannelLink36 ===================================================== CrossSectionID(fromX1card):11.0Channelsequencenumber:11 LeftOverbankLength:492.1ftMaximumElevation: 29.46ft. MainChannelLength:499.4ftMaximumDepth: 17.97ft. RightOverbankLength:512.7ftMaximumSectionArea: 30714.99ft^2 Maximumhydraulicradius: 4.83ft. ManningN:0.070toStation3592.7Maxtopwidth: 6305.50ft. "":0.032inmainChannelMaximumWettedPerimeter: 6.36E+03ft "":0.070Beyondstation3741.1Maxleftbankarea: 18443.26ft^2 Maxrightbankarea: 10717.92ft^2 AllowableEncroachmentDepth:0.00ftMaxcenterchannelarea: 1553.814ft^2 NaturalCrossSectioninformationforChannelLink37 ===================================================== CrossSectionID(fromX1card):12.0Channelsequencenumber:12 LeftOverbankLength:740.0ftMaximumElevation: 28.05ft. MainChannelLength:745.4ftMaximumDepth: 19.03ft. RightOverbankLength:747.9ftMaximumSectionArea: 27584.49ft^2 Maximumhydraulicradius: 3.59ft. ManningN:0.070toStation4926.5Maxtopwidth: 7672.71ft. "":0.032inmainChannelMaximumWettedPerimeter: 7.68E+03ft "":0.070Beyondstation5115.9Maxleftbankarea: 20807.75ft^2 Maxrightbankarea: 5154.22ft^2 AllowableEncroachmentDepth:0.00ftMaxcenterchannelarea: Page22 Coupland_Prop5yr_NoImpact.out 1622.518ft^2 NaturalCrossSectioninformationforChannelLink42.1.1 ===================================================== CrossSectionID(fromX1card):13.0Channelsequencenumber:13 LeftOverbankLength:20.3ftMaximumElevation: 28.40ft. MainChannelLength:20.0ftMaximumDepth: 19.94ft. RightOverbankLength:20.1ftMaximumSectionArea: 31373.45ft^2 Maximumhydraulicradius: 4.17ft. ManningN:0.070toStation4877.5Maxtopwidth: 7515.52ft. "":0.032inmainChannelMaximumWettedPerimeter: 7.52E+03ft "":0.070Beyondstation5060.6Maxleftbankarea: 22248.55ft^2 Maxrightbankarea: 7383.12ft^2 AllowableEncroachmentDepth:0.00ftMaxcenterchannelarea: 1741.771ft^2 NaturalCrossSectioninformationforChannelLink41 ===================================================== CrossSectionID(fromX1card):14.0Channelsequencenumber:14 LeftOverbankLength:133.6ftMaximumElevation: 25.09ft. MainChannelLength:133.6ftMaximumDepth: 4.82ft. RightOverbankLength:133.6ftMaximumSectionArea: 78.2500ft^2 Maximumhydraulicradius: 1.63ft. ManningN:0.040toStation5.0Maxtopwidth: 45.00ft. "":0.040inmainChannelMaximumWettedPerimeter: 4.80E+01ft "":0.015Beyondstation25.0Maxleftbankarea: 9.80ft^2 Maxrightbankarea: 6.02ft^2 AllowableEncroachmentDepth:0.00ftMaxcenterchannelarea: 62.4250ft^2 Page23 Coupland_Prop5yr_NoImpact.out NaturalCrossSectioninformationforChannelLink48 ===================================================== CrossSectionID(fromX1card):15.0Channelsequencenumber:15 LeftOverbankLength:38.3ftMaximumElevation: 27.82ft. MainChannelLength:38.3ftMaximumDepth: 16.33ft. RightOverbankLength:38.3ftMaximumSectionArea: 26945.91ft^2 Maximumhydraulicradius: 3.54ft. ManningN:0.070toStation4655.5Maxtopwidth: 7614.88ft. "":0.032inmainChannelMaximumWettedPerimeter: 7.62E+03ft "":0.070Beyondstation4770.5Maxleftbankarea: 18294.32ft^2 Maxrightbankarea: 7448.66ft^2 AllowableEncroachmentDepth:0.00ftMaxcenterchannelarea: 1202.931ft^2 *==================================================* |TableE1ConduitData| *==================================================* TrapezoidHazen InpConduitLengthConduitAreaManningMaxWidth DepthSideWilliams NumName(ft)Class(ft^2)Coef.(ft) (ft)Slopescfactor 1Link1468.3600Natural78.25000.040045.0000 4.8200 2Link1622.8500Natural78.25000.040045.0000 4.8200 3Link18243.1300Natural78.25000.040045.0000 4.8200 4Link20117.5100Natural85.77500.040040.0000 5.0200 5Link22282.4000Natural128.57500.040050.0000 5.3500 6Link24280.1300Natural112.85000.040045.0000 6.1100 7Link2638.8400Natural123.86870.040035.5700 Page24 Coupland_Prop5yr_NoImpact.out 6.3900 8Link31199.6800Natural28065.2470.03207554.1400 16.3600 9Link33192.6600Natural30196.6930.03206181.6300 17.9700 10Link3449.2500Natural78.25000.040045.0000 4.8200 11Link36499.4300Natural30714.9930.03206305.5000 17.9700 12Link37745.4400Natural27584.4860.03207672.7100 19.0300 13Link42.1.120.0100Natural31373.4460.03207515.5200 19.9400 14Link38.11092.9300Circular9.62110.01303.5000 3.5000 15Link46.150.0000Circular9.62110.01303.5000 3.5000 16Link45.182.5300Circular9.62110.01303.5000 3.5000 17Link39.1254.5400Circular4.90870.01302.5000 2.5000 18Link41133.5500Natural78.25000.040045.0000 4.8200 19Link4838.2600Natural26945.9110.03207614.8800 16.3300 20227.133.3500Circular4.90870.01502.5000 2.5000 21231.137.5400Circular4.90870.01502.5000 2.5000 22235.133.2900Circular4.90870.01302.5000 2.5000 23239.133.2700Circular4.90870.01502.5000 2.5000 24243.133.5900Circular4.90870.01502.5000 2.5000 25247.123.9600Circular4.90870.01302.5000 2.5000 26251.148.0400Circular4.90870.01502.5000 2.5000 27255.1124.5900Circular7.06860.01303.0000 3.0000 28324.143.0000Circular19.63500.01305.0000 5.0000 Totallengthofallconduits....4822.1300feet *===================================================* |Iftherearemessagesabout(sqrt(g*d)*dt/dx),or| |thesqrt(wavecelerity)*timestep/conduitlength| Page25 Coupland_Prop5yr_NoImpact.out |intheoutputfileallitmeansisthatthe| |programwilllowertheinternaltimestepto| |satisfythiscondition(explicitcondition).| |Youcontroltheactualinternaltimestepby| |usingtheminimumcouranttimestepfactorinthe| |HYDRAULICSjobcontrol.Themessageputinwords| |statesthatthesmallestconduitwiththefastest| |velocitywillcontrolthetimestepselection.| |Youhavefurthercontrolbyusingthemodify| |conduitoptionintheHYDRAULICSJobControl.| *===================================================* ConduitCourant NameRatio Link1419.70===>Warning!(sqrt(wavecelerity)*time step/conduitlength) Link1658.95===>Warning!(sqrt(wavecelerity)*time step/conduitlength) Link185.54===>Warning!(sqrt(wavecelerity)*time step/conduitlength) Link2012.73===>Warning!(sqrt(wavecelerity)*time step/conduitlength) Link225.80===>Warning!(sqrt(wavecelerity)*time step/conduitlength) Link245.77===>Warning!(sqrt(wavecelerity)*time step/conduitlength) Link2649.07===>Warning!(sqrt(wavecelerity)*time step/conduitlength) Link319.86===>Warning!(sqrt(wavecelerity)*time step/conduitlength) Link3311.16===>Warning!(sqrt(wavecelerity)*time step/conduitlength) Link3427.35===>Warning!(sqrt(wavecelerity)*time step/conduitlength) Link364.29===>Warning!(sqrt(wavecelerity)*time step/conduitlength) Link372.17===>Warning!(sqrt(wavecelerity)*time step/conduitlength) Link42.1.176.40===>Warning!(sqrt(wavecelerity)*time step/conduitlength) Link38.11.75===>Warning!(sqrt(wavecelerity)*time step/conduitlength) Link46.138.22===>Warning!(sqrt(wavecelerity)*time step/conduitlength) Link45.123.15===>Warning!(sqrt(wavecelerity)*time step/conduitlength) Page26 Coupland_Prop5yr_NoImpact.out Link39.16.34===>Warning!(sqrt(wavecelerity)*time step/conduitlength) Link4110.09===>Warning!(sqrt(wavecelerity)*time step/conduitlength) Link4850.22===>Warning!(sqrt(wavecelerity)*time step/conduitlength) 227.148.43===>Warning!(sqrt(wavecelerity)*time step/conduitlength) 231.143.02===>Warning!(sqrt(wavecelerity)*time step/conduitlength) 235.148.51===>Warning!(sqrt(wavecelerity)*time step/conduitlength) 239.148.54===>Warning!(sqrt(wavecelerity)*time step/conduitlength) 243.148.08===>Warning!(sqrt(wavecelerity)*time step/conduitlength) 247.167.40===>Warning!(sqrt(wavecelerity)*time step/conduitlength) 251.133.62===>Warning!(sqrt(wavecelerity)*time step/conduitlength) 255.114.20===>Warning!(sqrt(wavecelerity)*time step/conduitlength) 324.153.11===>Warning!(sqrt(wavecelerity)*time step/conduitlength) *==================* |ConduitVolume| *==================* Fullpipeorfullopenconduitvolume Inputfulldepthvolume............4.9122E+07cubicfeet ===>Warning!!Theupstreamanddownstreamjunctionsforthefollowingconduits havebeenreversedtocorrespondtothepositiveflowand decreasing slopeconvention.Anegativeflowintheoutputthusmeans theflowwasfromyouroriginalupstreamjunctiontoyouroriginal downstreamjunction.Anyinitialflowhasbeenmultipliedby1. 1.Conduit#...Link22hasbeenchanged. 2.Conduit#...Link34hasbeenchanged. 3.Conduit#...235.1hasbeenchanged. 4.Conduit#...239.1hasbeenchanged. 5.Conduit#...243.1hasbeenchanged. 6.Conduit#...247.1hasbeenchanged. *===================================================* Page27 Coupland_Prop5yr_NoImpact.out |TableE3aJunctionData| *===================================================* InpJunctionGroundCrownInvertQinstInitial Interface NumNameElevationElevationElevationcfsDepthftFlow (%) 1Node1340.000027.860022.74000.00000.0000 100.0000 2Node1440.000027.820022.70000.00000.0000 100.0000 3Node1540.000026.320021.20000.00000.0000 100.0000 4Node1640.000026.620021.16000.00000.0000 100.0000 5Node1740.000025.510020.31000.00000.0000 100.0000 6Node1840.000025.570020.45000.00000.0000 100.0000 7Node1940.000024.520019.43000.00000.0000 100.0000 8Node2040.000025.170019.63000.00000.0000 100.0000 9Node2140.000024.710019.69000.00000.0000 100.0000 10Node2240.000025.500019.80000.00000.0000 100.0000 11Node2340.000025.520019.45000.00000.0000 100.0000 12Node2440.000026.280019.87000.00000.0000 100.0000 13Node2540.000025.910019.57000.00000.0000 100.0000 14Node2640.000025.240018.85000.00000.0000 100.0000 15Node2740.000024.610018.22000.00000.0000 100.0000 16Node2840.000029.440011.47000.00000.0000 100.0000 17Node3140.000027.840011.48000.00000.0000 100.0000 18Node3340.000029.430011.46000.00000.0000 100.0000 19Node3440.000027.100022.28000.00000.0000 100.0000 20Node3540.000027.820011.49000.00000.0000 Page28 Coupland_Prop5yr_NoImpact.out 100.0000 21Node3640.000028.05009.02000.00000.0000 100.0000 22Node3740.000028.40008.46000.00000.0000 100.0000 23Node4140.000028.40008.46000.00000.0000 100.0000 24Link42.140.000017.510012.51000.00000.0000 100.0000 25Node23.1.140.000018.42008.00000.00000.0000 100.0000 26Node19.1.140.000018.42008.00000.00000.0000 100.0000 27Node18.1.140.000018.490014.99000.00000.0000 100.0000 28Node34.1.140.000018.820016.32000.00000.0000 100.0000 29Node3940.000027.970023.15000.00000.0000 100.0000 30Node4040.000019.270012.51000.00000.0000 100.0000 *===================================================* |TableE3bJunctionData| *===================================================* InpJunctionXYTypeofTypeof MaximumPavement NumNameCoord.Coord.ManholeInlet CapacityShapeSlope 1Node130.00000.0000NoPondingNormal 00.00 2Node140.00000.0000NoPondingNormal 00.00 3Node150.00000.0000NoPondingNormal 00.00 4Node160.00000.0000NoPondingNormal 00.00 5Node170.00000.0000NoPondingNormal 00.00 6Node180.00000.0000NoPondingNormal 00.00 7Node190.00000.0000NoPondingNormal 00.00 8Node200.00000.0000NoPondingNormal Page29 Coupland_Prop5yr_NoImpact.out 00.00 9Node210.00000.0000NoPondingNormal 00.00 10Node220.00000.0000NoPondingNormal 00.00 11Node230.00000.0000NoPondingNormal 00.00 12Node240.00000.0000NoPondingNormal 00.00 13Node250.00000.0000NoPondingNormal 00.00 14Node260.00000.0000NoPondingNormal 00.00 15Node270.00000.0000NoPondingNormal 00.00 16Node280.00000.0000NoPondingNormal 00.00 17Node310.00000.0000NoPondingNormal 00.00 18Node330.00000.0000NoPondingNormal 00.00 19Node340.00000.0000NoPondingNormal 00.00 20Node350.00000.0000NoPondingNormal 00.00 21Node360.00000.0000NoPondingNormal 00.00 22Node370.00000.0000NoPondingNormal 00.00 23Node410.00000.0000NoPondingNormal 00.00 24Link42.10.00000.0000NoPondingNormal 00.00 25Node23.1.10.00000.0000NoPondingNormal 00.00 26Node19.1.10.00000.0000NoPondingNormal 00.00 27Node18.1.10.00000.0000NoPondingNormal 00.00 28Node34.1.10.00000.0000NoPondingNormal 00.00 29Node390.00000.0000NoPondingNormal 00.00 30Node400.00000.0000NoPondingNormal 00.00 *===================================================* Page30 Coupland_Prop5yr_NoImpact.out |TableE4ConduitConnectivity| *===================================================* InputConduitUpstreamDownstream UpstreamDownstream NumberNameNodeNode ElevationElevation ================================================================== ================== 1Link14Node14Node15 23.000021.5000NoDesign 2Link16Node16Node17 21.800020.6900NoDesign 3Link18Node18Node19 20.750019.7000NoDesign 4Link20Node20Node21 20.150019.6900NoDesign 5Link22Node23Node22 20.170020.1500NoDesign 6Link24Node24Node25 20.170019.8000NoDesign 7Link26Node26Node27 18.850018.2200NoDesign 8Link31Node31Node28 11.480011.4700NoDesign 9Link33Node28Node33 11.470011.4600NoDesign 10Link34Node13Node34 23.040022.2800NoDesign 11Link36Node33Node36 11.46009.0200NoDesign 12Link37Node36Node37 9.02008.4600NoDesign 13Link42.1.1Node37Node41 8.46008.4600NoDesign 14Link38.1Node23.1.1Link42.1 14.920014.0100NoDesign 15Link46.1Node19.1.1Node23.1.1 8.00008.0000NoDesign 16Link45.1Node18.1.1Node19.1.1 14.990014.9200NoDesign 17Link39.1Node34.1.1Node18.1.1 16.320015.9900NoDesign 18Link41Node39Node34 23.150022.2800NoDesign 19Link48Node35Node31 11.490011.4800NoDesign 20227.1Node13Node14 Page31 Coupland_Prop5yr_NoImpact.out 22.740022.7000NoDesign 21231.1Node15Node16 21.200021.1600NoDesign 22235.1Node18Node17 20.450020.3100NoDesign 23239.1Node20Node19 19.710019.4300NoDesign 24243.1Node22Node21 20.150020.0300NoDesign 25247.1Node24Node23 19.870019.4500NoDesign 26251.1Node25Node26 19.800019.5400NoDesign 27255.1Node27Node40 18.800016.2700NoDesign 28324.1Node40Node28 12.510012.4900NoDesign *==========================================* |OrificeData3| *==========================================* ConduitFromToArea DepthDischargeHeightAbove NameJunctionJunctionType(ft2) (ft)CoefficientJunction(ft) Restrictor.1Link42.1Node40CircSide2.84 5.000.6700.000 ====>EQUIVALENTPIPEINFORMATIONFORORIFICE1 CONDUITNAME...........................Restrictor.1 Upstreamnode...........................Link42.1 Downstreamnode.........................Node40 PIPEDIAMETER........................1.90 PIPELENGTH..........................2815.84 MANNINGSROUGHNESS...................0.0032 INVERTELEVATIONATUPSTREAMEND.....12.5100 INVERTELEVATIONATDOWNSTREAMEND...12.5000 Note:ForaBottomoutletorificetheinvertelevationofthedownstreamnodewill be adjustedtoaccomodatetheequivalentconduit.Conduitgradesarenot affected. Page32 Coupland_Prop5yr_NoImpact.out *===========================================* |WeirData| *===========================================* WeirFromToCrest WeirWeirDischargeWeir NameJunctionJunctionTypeHeight(ft) Top(ft)Length(ft)CoefficientPower W14Node13Node1410.91 17.2633.352.67001.5000 W15Node15Node1612.99 18.8037.542.67001.5000 W17Node17Node1813.17 19.6933.292.67001.5000 W20Node19Node2014.45 20.5733.272.67001.5000 W21Node21Node2214.12 20.3133.592.67001.5000 W24Node23Node2413.76 20.5523.962.67001.5000 W25Node25Node2614.55 20.4348.042.67001.5000 W27Node27Node4015.25 21.78124.592.67001.5000 W42Node40Node2819.76 27.4943.002.67001.5000 *===========================================* |**WARNING**| |Havingweirsinseriescanoccasionally| |leadtolargecontinuityerrorsforshort| |durationsimulations.Pleasecheckyour| |continuityerrorsandmakeadjustmentsto| |yourmodelasrequired.| *===========================================* *================================================* |FREEOUTFALLDATA(DATAGROUPI1)| |BOUNDARYCONDITIONONDATAGROUPJ1| *================================================* OutfallatJunction....Node41hasboundaryconditionnumber...1 Page33 Coupland_Prop5yr_NoImpact.out *=============================================* |WeirOutfallData| |BoundaryConditionondatagroupJ1| *=============================================* *================================================* |INTERNALCONNECTIVITYINFORMATION| *================================================* CONDUITJUNCTIONJUNCTION Restrictor.1Link42.1Node40 W14Node13Node14 W15Node15Node16 W17Node17Node18 W20Node19Node20 W21Node21Node22 W24Node23Node24 W25Node25Node26 W27Node27Node40 W42Node40Node28 FREE#1Node41BOUNDARY *===================================================* |BoundaryConditionInformation| |DataGroupsJ1J4| *===================================================* BCNUMBER..1hasnocontrolwatersurface. *===================================================* |XPNoteFieldSummary| *===================================================* *=================================* |ConduitConvergenceCriteria| *=================================* ConduitFullConduit NameFlowSlope Link14596.74830.0219 Page34 Coupland_Prop5yr_NoImpact.out Link16887.90190.0486 Link18264.74150.0043 Link20316.72760.0039 Link2272.59770.0001 Link24267.18700.0013 Link261249.14600.0162 Link3122103.95530.0001 Link3329068.20890.0001 Link34500.43800.0154 Link36284978.98490.0049 Link3782357.79760.0008 Link42.1.111938.34210.0000 Link38.129.03120.0008 Link46.13.18160.0000 Link45.129.30110.0008 Link39.114.76880.0013 Link41325.15040.0065 Link4846955.91260.0003 227.112.31120.0012 231.111.60380.0011 235.126.59940.0042 239.132.61140.0084 243.121.24730.0036 247.154.30580.0175 Page35 Coupland_Prop5yr_NoImpact.out 251.126.15190.0054 255.195.04600.0203 324.156.16850.0005 Restrictor.121.01330.0000 *=================================* |InitialModelCondition| |InitialTime=0.05hours| *=================================* Junction/Depth/Elevation===>"*"JunctionisSurcharged. Node13/0.00/22.74Node14/0.00/22.70 Node15/0.00/21.20 Node16/0.00/21.16Node17/0.00/20.31 Node18/0.00/20.45 Node19/0.00/19.43Node20/0.00/19.63 Node21/0.00/19.69 Node22/0.00/19.80Node23/0.00/19.45 Node24/0.00/19.87 Node25/0.00/19.57Node26/0.00/18.85 Node27/0.00/18.22 Node28/0.00/11.47Node31/0.00/11.48 Node33/0.00/11.46 Node34/0.00/22.28Node35/0.00/11.49 Node36/0.00/9.02 Node37/0.00/8.46Node41/0.00/8.46 Link42.1/0.00/12.51 Node23.1.1/0.00/8.00Node19.1.1/0.00/8.00 Node18.1.1/0.00/14.99 Node34.1.1/0.00/16.32Node39/0.00/23.15 Node40/0.00/12.50 Conduit/FLOW===>"*"Conduitusesthenormalflowoption. Link14/0.00Link16/0.00 Link18/0.00 Link20/0.00Link22/0.00 Link24/0.00 Link26/0.00Link31/0.00 Link33/0.00 Link34/0.00Link36/0.00 Link37/0.00 Link42.1.1/0.00Link38.1/0.00 Link46.1/0.00 Page36 Coupland_Prop5yr_NoImpact.out Link45.1/0.00Link39.1/0.00 Link41/0.00 Link48/0.00227.1/0.00 231.1/0.00 235.1/0.00239.1/0.00 243.1/0.00 247.1/0.00251.1/0.00 255.1/0.00 324.1/0.00Restrictor.1/0.00 W14/0.00 W15/0.00W17/0.00 W20/0.00 W21/0.00W24/0.00 W25/0.00 W27/0.00W42/0.00 FREE#1/0.00 Conduit/Velocity Link14/0.00Link16/0.00 Link18/0.00 Link20/0.00Link22/0.00 Link24/0.00 Link26/0.00Link31/0.00 Link33/0.00 Link34/0.00Link36/0.00 Link37/0.00 Link42.1.1/0.00Link38.1/0.00 Link46.1/0.00 Link45.1/0.00Link39.1/0.00 Link41/0.00 Link48/0.00227.1/0.00 231.1/0.00 235.1/0.00239.1/0.00 243.1/0.00 247.1/0.00251.1/0.00 255.1/0.00 324.1/0.00Restrictor.1/0.00 Conduit/CrossSectionalArea Link14/0.00Link16/0.00 Link18/0.00 Link20/0.00Link22/0.00 Link24/0.00 Link26/0.00Link31/0.00 Link33/0.00 Link34/0.00Link36/0.00 Link37/0.00 Link42.1.1/0.00Link38.1/0.00 Page37 Coupland_Prop5yr_NoImpact.out Link46.1/0.00 Link45.1/0.00Link39.1/0.00 Link41/0.00 Link48/0.00227.1/0.00 231.1/0.00 235.1/0.00239.1/0.00 243.1/0.00 247.1/0.00251.1/0.00 255.1/0.00 324.1/0.00Restrictor.1/0.00 Conduit/HydraulicRadius Link14/0.00Link16/0.00 Link18/0.00 Link20/0.00Link22/0.00 Link24/0.00 Link26/0.00Link31/0.00 Link33/0.00 Link34/0.00Link36/0.00 Link37/0.00 Link42.1.1/0.00Link38.1/0.00 Link46.1/0.00 Link45.1/0.00Link39.1/0.00 Link41/0.00 Link48/0.00227.1/0.00 231.1/0.00 235.1/0.00239.1/0.00 243.1/0.00 247.1/0.00251.1/0.00 255.1/0.00 324.1/0.00Restrictor.1/0.00 Conduit/Upstream/DownstreamElevation Link14/21.20/21.20Link16/20.31/20.31 Link18/19.43/19.43 Link20/19.69/19.69Link22/19.80/19.80 Link24/19.57/19.57 Link26/18.22/18.22Link31/11.47/11.47 Link33/11.46/11.46 Link34/22.28/22.28Link36/9.02/9.02 Link37/8.46/8.46 Link42.1.1/8.46/8.46Link38.1/12.51/12.51 Link46.1/8.00/8.00 Link45.1/8.00/8.00Link39.1/14.99/14.99 Link41/22.28/22.28 Link48/11.48/11.48227.1/22.70/22.70 231.1/21.16/21.16 235.1/20.31/20.31239.1/19.43/19.43 Page38 Coupland_Prop5yr_NoImpact.out 243.1/19.69/19.69 247.1/19.45/19.45251.1/18.85/18.85 255.1/12.50/12.50 324.1/11.47/11.47Restrictor.1/12.50/12.50 ########ImportantInformation######## Starttimeofuserhydrographswas...0.000000000000000E+000 Starttimeofthesimulationwas.....0.000000000000000E+000 Foundamatchbetweenuserhydrographandsimulationstarttime. ================================================================================ ===>Systeminflows(datagroupK3)at0.00hours(Junction/Inflow,cfs) Node35/0.00E+00 ######################################## ===>Systeminflows(datagroupK3)at0.05hours(Junction/Inflow,cfs) Node35/0.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at0.10hours(Junction/Inflow,cfs) Node35/0.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at0.20hours(Junction/Inflow,cfs) Node35/0.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at0.25hours(Junction/Inflow,cfs) Node35/0.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at0.35hours(Junction/Inflow,cfs) Node35/0.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at0.45hours(Junction/Inflow,cfs) Node35/0.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at0.50hours(Junction/Inflow,cfs) Node35/0.00E+00 Page39 Coupland_Prop5yr_NoImpact.out ######################################## ######################################## ===>Systeminflows(datagroupK3)at0.60hours(Junction/Inflow,cfs) Node35/0.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at0.70hours(Junction/Inflow,cfs) Node35/0.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at0.80hours(Junction/Inflow,cfs) Node35/0.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at0.85hours(Junction/Inflow,cfs) Node35/0.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at0.95hours(Junction/Inflow,cfs) Node35/0.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at1.05hours(Junction/Inflow,cfs) Node35/0.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at1.10hours(Junction/Inflow,cfs) Node35/0.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at1.20hours(Junction/Inflow,cfs) Node35/0.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at1.30hours(Junction/Inflow,cfs) Node35/0.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at1.35hours(Junction/Inflow,cfs) Page40 Coupland_Prop5yr_NoImpact.out Node35/0.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at1.45hours(Junction/Inflow,cfs) Node35/0.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at1.50hours(Junction/Inflow,cfs) Node35/1.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at1.60hours(Junction/Inflow,cfs) Node35/2.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at1.70hours(Junction/Inflow,cfs) Node35/5.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at1.75hours(Junction/Inflow,cfs) Node35/7.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at1.85hours(Junction/Inflow,cfs) Node35/1.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at1.95hours(Junction/Inflow,cfs) Node35/1.30E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at2.05hours(Junction/Inflow,cfs) Node35/1.60E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at2.10hours(Junction/Inflow,cfs) Node35/1.80E+00 ######################################## Page41 Coupland_Prop5yr_NoImpact.out ######################################## ===>Systeminflows(datagroupK3)at2.20hours(Junction/Inflow,cfs) Node35/2.10E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at2.30hours(Junction/Inflow,cfs) Node35/2.40E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at2.35hours(Junction/Inflow,cfs) Node35/2.60E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at2.45hours(Junction/Inflow,cfs) Node35/2.90E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at2.50hours(Junction/Inflow,cfs) Node35/3.10E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at2.60hours(Junction/Inflow,cfs) Node35/3.40E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at2.70hours(Junction/Inflow,cfs) Node35/3.60E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at2.75hours(Junction/Inflow,cfs) Node35/3.90E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at2.85hours(Junction/Inflow,cfs) Node35/4.10E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at2.95hours(Junction/Inflow,cfs) Page42 Coupland_Prop5yr_NoImpact.out Node35/4.30E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at3.00hours(Junction/Inflow,cfs) Node35/4.60E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at3.10hours(Junction/Inflow,cfs) Node35/4.80E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at3.20hours(Junction/Inflow,cfs) Node35/5.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at3.25hours(Junction/Inflow,cfs) Node35/5.20E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at3.35hours(Junction/Inflow,cfs) Node35/5.50E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at3.45hours(Junction/Inflow,cfs) Node35/5.70E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at3.50hours(Junction/Inflow,cfs) Node35/5.90E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at3.60hours(Junction/Inflow,cfs) Node35/6.10E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at3.70hours(Junction/Inflow,cfs) Node35/6.30E+00 ######################################## ######################################## Page43 Coupland_Prop5yr_NoImpact.out ===>Systeminflows(datagroupK3)at3.75hours(Junction/Inflow,cfs) Node35/6.50E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at3.85hours(Junction/Inflow,cfs) Node35/6.70E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at3.95hours(Junction/Inflow,cfs) Node35/6.90E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at4.00hours(Junction/Inflow,cfs) Node35/7.10E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at4.10hours(Junction/Inflow,cfs) Node35/7.30E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at4.20hours(Junction/Inflow,cfs) Node35/7.50E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at4.25hours(Junction/Inflow,cfs) Node35/7.60E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at4.35hours(Junction/Inflow,cfs) Node35/7.80E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at4.45hours(Junction/Inflow,cfs) Node35/8.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at4.50hours(Junction/Inflow,cfs) Node35/8.20E+00 Page44 Coupland_Prop5yr_NoImpact.out ######################################## ######################################## ===>Systeminflows(datagroupK3)at4.60hours(Junction/Inflow,cfs) Node35/8.40E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at4.70hours(Junction/Inflow,cfs) Node35/8.50E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at4.75hours(Junction/Inflow,cfs) Node35/8.70E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at4.85hours(Junction/Inflow,cfs) Node35/8.90E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at4.95hours(Junction/Inflow,cfs) Node35/9.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at5.00hours(Junction/Inflow,cfs) Node35/9.20E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at5.10hours(Junction/Inflow,cfs) Node35/9.40E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at5.20hours(Junction/Inflow,cfs) Node35/9.50E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at5.25hours(Junction/Inflow,cfs) Node35/9.70E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at5.35hours(Junction/Inflow,cfs) Page45 Coupland_Prop5yr_NoImpact.out Node35/9.90E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at5.45hours(Junction/Inflow,cfs) Node35/1.00E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at5.50hours(Junction/Inflow,cfs) Node35/1.02E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at5.60hours(Junction/Inflow,cfs) Node35/1.03E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at5.70hours(Junction/Inflow,cfs) Node35/1.05E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at5.75hours(Junction/Inflow,cfs) Node35/1.06E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at5.85hours(Junction/Inflow,cfs) Node35/1.08E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at5.95hours(Junction/Inflow,cfs) Node35/1.09E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at6.00hours(Junction/Inflow,cfs) Node35/1.10E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at6.10hours(Junction/Inflow,cfs) Node35/1.12E+01 ######################################## Page46 Coupland_Prop5yr_NoImpact.out ######################################## ===>Systeminflows(datagroupK3)at6.20hours(Junction/Inflow,cfs) Node35/1.13E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at6.25hours(Junction/Inflow,cfs) Node35/1.15E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at6.35hours(Junction/Inflow,cfs) Node35/1.16E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at6.45hours(Junction/Inflow,cfs) Node35/1.17E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at6.50hours(Junction/Inflow,cfs) Node35/1.19E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at6.60hours(Junction/Inflow,cfs) Node35/1.20E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at6.70hours(Junction/Inflow,cfs) Node35/1.21E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at6.75hours(Junction/Inflow,cfs) Node35/1.23E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at6.85hours(Junction/Inflow,cfs) Node35/1.24E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at6.95hours(Junction/Inflow,cfs) Page47 Coupland_Prop5yr_NoImpact.out Node35/1.25E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at7.00hours(Junction/Inflow,cfs) Node35/1.27E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at7.10hours(Junction/Inflow,cfs) Node35/1.28E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at7.20hours(Junction/Inflow,cfs) Node35/1.29E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at7.25hours(Junction/Inflow,cfs) Node35/1.30E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at7.35hours(Junction/Inflow,cfs) Node35/1.32E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at7.45hours(Junction/Inflow,cfs) Node35/1.33E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at7.50hours(Junction/Inflow,cfs) Node35/1.34E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at7.60hours(Junction/Inflow,cfs) Node35/1.35E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at7.70hours(Junction/Inflow,cfs) Node35/1.36E+01 ######################################## ######################################## Page48 Coupland_Prop5yr_NoImpact.out ===>Systeminflows(datagroupK3)at7.75hours(Junction/Inflow,cfs) Node35/1.38E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at7.85hours(Junction/Inflow,cfs) Node35/1.39E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at7.95hours(Junction/Inflow,cfs) Node35/1.40E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at8.00hours(Junction/Inflow,cfs) Node35/1.41E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at8.10hours(Junction/Inflow,cfs) Node35/1.42E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at8.20hours(Junction/Inflow,cfs) Node35/1.43E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at8.25hours(Junction/Inflow,cfs) Node35/1.45E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at8.35hours(Junction/Inflow,cfs) Node35/1.46E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at8.45hours(Junction/Inflow,cfs) Node35/1.47E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at8.50hours(Junction/Inflow,cfs) Node35/1.48E+01 Page49 Coupland_Prop5yr_NoImpact.out ######################################## ######################################## ===>Systeminflows(datagroupK3)at8.60hours(Junction/Inflow,cfs) Node35/1.49E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at8.70hours(Junction/Inflow,cfs) Node35/1.50E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at8.75hours(Junction/Inflow,cfs) Node35/1.52E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at8.85hours(Junction/Inflow,cfs) Node35/1.53E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at8.95hours(Junction/Inflow,cfs) Node35/1.54E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at9.00hours(Junction/Inflow,cfs) Node35/1.55E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at9.10hours(Junction/Inflow,cfs) Node35/1.57E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at9.20hours(Junction/Inflow,cfs) Node35/1.58E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at9.25hours(Junction/Inflow,cfs) Node35/1.59E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at9.35hours(Junction/Inflow,cfs) Page50 Coupland_Prop5yr_NoImpact.out Node35/1.60E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at9.45hours(Junction/Inflow,cfs) Node35/1.62E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at9.50hours(Junction/Inflow,cfs) Node35/1.63E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at9.60hours(Junction/Inflow,cfs) Node35/1.64E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at9.70hours(Junction/Inflow,cfs) Node35/1.66E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at9.75hours(Junction/Inflow,cfs) Node35/1.67E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at9.85hours(Junction/Inflow,cfs) Node35/1.68E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at9.95hours(Junction/Inflow,cfs) Node35/1.70E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at10.00hours(Junction/Inflow,cfs) Node35/1.71E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at10.10hours(Junction/Inflow,cfs) Node35/1.73E+01 ######################################## Page51 Coupland_Prop5yr_NoImpact.out ######################################## ===>Systeminflows(datagroupK3)at10.20hours(Junction/Inflow,cfs) Node35/1.74E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at10.25hours(Junction/Inflow,cfs) Node35/1.75E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at10.35hours(Junction/Inflow,cfs) Node35/1.77E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at10.45hours(Junction/Inflow,cfs) Node35/1.78E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at10.50hours(Junction/Inflow,cfs) Node35/1.80E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at10.60hours(Junction/Inflow,cfs) Node35/1.81E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at10.70hours(Junction/Inflow,cfs) Node35/1.83E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at10.75hours(Junction/Inflow,cfs) Node35/1.84E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at10.85hours(Junction/Inflow,cfs) Node35/1.86E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at10.95hours(Junction/Inflow,cfs) Page52 Coupland_Prop5yr_NoImpact.out Node35/1.88E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at11.00hours(Junction/Inflow,cfs) Node35/1.89E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at11.10hours(Junction/Inflow,cfs) Node35/1.91E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at11.20hours(Junction/Inflow,cfs) Node35/1.93E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at11.25hours(Junction/Inflow,cfs) Node35/1.94E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at11.35hours(Junction/Inflow,cfs) Node35/1.96E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at11.45hours(Junction/Inflow,cfs) Node35/1.98E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at11.50hours(Junction/Inflow,cfs) Node35/2.00E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at11.60hours(Junction/Inflow,cfs) Node35/2.02E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at11.70hours(Junction/Inflow,cfs) Node35/2.04E+01 ######################################## ######################################## Page53 Coupland_Prop5yr_NoImpact.out ===>Systeminflows(datagroupK3)at11.75hours(Junction/Inflow,cfs) Node35/2.06E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at11.85hours(Junction/Inflow,cfs) Node35/2.08E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at11.95hours(Junction/Inflow,cfs) Node35/2.11E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at12.00hours(Junction/Inflow,cfs) Node35/2.14E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at12.10hours(Junction/Inflow,cfs) Node35/2.18E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at12.20hours(Junction/Inflow,cfs) Node35/2.22E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at12.25hours(Junction/Inflow,cfs) Node35/2.27E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at12.35hours(Junction/Inflow,cfs) Node35/2.33E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at12.45hours(Junction/Inflow,cfs) Node35/2.39E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at12.50hours(Junction/Inflow,cfs) Node35/2.46E+01 Page54 Coupland_Prop5yr_NoImpact.out ######################################## ######################################## ===>Systeminflows(datagroupK3)at12.60hours(Junction/Inflow,cfs) Node35/2.53E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at12.70hours(Junction/Inflow,cfs) Node35/2.61E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at12.75hours(Junction/Inflow,cfs) Node35/2.70E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at12.85hours(Junction/Inflow,cfs) Node35/2.79E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at12.95hours(Junction/Inflow,cfs) Node35/2.89E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at13.00hours(Junction/Inflow,cfs) Node35/3.00E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at13.10hours(Junction/Inflow,cfs) Node35/3.13E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at13.20hours(Junction/Inflow,cfs) Node35/3.29E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at13.25hours(Junction/Inflow,cfs) Node35/3.48E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at13.35hours(Junction/Inflow,cfs) Page55 Coupland_Prop5yr_NoImpact.out Node35/3.69E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at13.45hours(Junction/Inflow,cfs) Node35/3.92E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at13.50hours(Junction/Inflow,cfs) Node35/4.16E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at13.60hours(Junction/Inflow,cfs) Node35/4.40E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at13.70hours(Junction/Inflow,cfs) Node35/4.66E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at13.75hours(Junction/Inflow,cfs) Node35/4.92E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at13.85hours(Junction/Inflow,cfs) Node35/5.19E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at13.95hours(Junction/Inflow,cfs) Node35/5.47E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at14.00hours(Junction/Inflow,cfs) Node35/5.76E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at14.10hours(Junction/Inflow,cfs) Node35/6.06E+01 ######################################## Page56 Coupland_Prop5yr_NoImpact.out ######################################## ===>Systeminflows(datagroupK3)at14.20hours(Junction/Inflow,cfs) Node35/6.37E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at14.25hours(Junction/Inflow,cfs) Node35/6.70E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at14.35hours(Junction/Inflow,cfs) Node35/7.04E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at14.45hours(Junction/Inflow,cfs) Node35/7.40E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at14.50hours(Junction/Inflow,cfs) Node35/7.76E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at14.60hours(Junction/Inflow,cfs) Node35/8.14E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at14.70hours(Junction/Inflow,cfs) Node35/8.52E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at14.75hours(Junction/Inflow,cfs) Node35/8.90E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at14.85hours(Junction/Inflow,cfs) Node35/9.29E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at14.95hours(Junction/Inflow,cfs) Page57 Coupland_Prop5yr_NoImpact.out Node35/9.70E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at15.00hours(Junction/Inflow,cfs) Node35/1.02E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at15.10hours(Junction/Inflow,cfs) Node35/1.06E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at15.20hours(Junction/Inflow,cfs) Node35/1.12E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at15.25hours(Junction/Inflow,cfs) Node35/1.18E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at15.35hours(Junction/Inflow,cfs) Node35/1.24E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at15.45hours(Junction/Inflow,cfs) Node35/1.31E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at15.50hours(Junction/Inflow,cfs) Node35/1.39E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at15.60hours(Junction/Inflow,cfs) Node35/1.49E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at15.70hours(Junction/Inflow,cfs) Node35/1.61E+02 ######################################## ######################################## Page58 Coupland_Prop5yr_NoImpact.out ===>Systeminflows(datagroupK3)at15.75hours(Junction/Inflow,cfs) Node35/1.76E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at15.85hours(Junction/Inflow,cfs) Node35/1.95E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at15.95hours(Junction/Inflow,cfs) Node35/2.23E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at16.00hours(Junction/Inflow,cfs) Node35/2.68E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at16.10hours(Junction/Inflow,cfs) Node35/3.36E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at16.20hours(Junction/Inflow,cfs) Node35/4.17E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at16.25hours(Junction/Inflow,cfs) Node35/4.97E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at16.35hours(Junction/Inflow,cfs) Node35/5.61E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at16.45hours(Junction/Inflow,cfs) Node35/6.00E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at16.50hours(Junction/Inflow,cfs) Node35/6.19E+02 Page59 Coupland_Prop5yr_NoImpact.out ######################################## ######################################## ===>Systeminflows(datagroupK3)at16.60hours(Junction/Inflow,cfs) Node35/6.29E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at16.70hours(Junction/Inflow,cfs) Node35/6.34E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at16.75hours(Junction/Inflow,cfs) Node35/6.36E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at16.85hours(Junction/Inflow,cfs) Node35/6.36E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at16.95hours(Junction/Inflow,cfs) Node35/6.35E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at17.00hours(Junction/Inflow,cfs) Node35/6.32E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at17.10hours(Junction/Inflow,cfs) Node35/6.29E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at17.20hours(Junction/Inflow,cfs) Node35/6.26E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at17.25hours(Junction/Inflow,cfs) Node35/6.21E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at17.35hours(Junction/Inflow,cfs) Page60 Coupland_Prop5yr_NoImpact.out Node35/6.16E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at17.45hours(Junction/Inflow,cfs) Node35/6.11E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at17.50hours(Junction/Inflow,cfs) Node35/6.06E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at17.60hours(Junction/Inflow,cfs) Node35/6.00E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at17.70hours(Junction/Inflow,cfs) Node35/5.95E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at17.75hours(Junction/Inflow,cfs) Node35/5.90E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at17.85hours(Junction/Inflow,cfs) Node35/5.84E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at17.95hours(Junction/Inflow,cfs) Node35/5.78E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at18.00hours(Junction/Inflow,cfs) Node35/5.73E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at18.10hours(Junction/Inflow,cfs) Node35/5.67E+02 ######################################## Page61 Coupland_Prop5yr_NoImpact.out ######################################## ===>Systeminflows(datagroupK3)at18.20hours(Junction/Inflow,cfs) Node35/5.61E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at18.25hours(Junction/Inflow,cfs) Node35/5.55E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at18.35hours(Junction/Inflow,cfs) Node35/5.49E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at18.45hours(Junction/Inflow,cfs) Node35/5.43E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at18.55hours(Junction/Inflow,cfs) Node35/5.37E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at18.60hours(Junction/Inflow,cfs) Node35/5.31E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at18.70hours(Junction/Inflow,cfs) Node35/5.25E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at18.80hours(Junction/Inflow,cfs) Node35/5.19E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at18.85hours(Junction/Inflow,cfs) Node35/5.13E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at18.95hours(Junction/Inflow,cfs) Page62 Coupland_Prop5yr_NoImpact.out Node35/5.07E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at19.05hours(Junction/Inflow,cfs) Node35/5.01E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at19.10hours(Junction/Inflow,cfs) Node35/4.95E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at19.20hours(Junction/Inflow,cfs) Node35/4.89E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at19.30hours(Junction/Inflow,cfs) Node35/4.82E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at19.35hours(Junction/Inflow,cfs) Node35/4.75E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at19.45hours(Junction/Inflow,cfs) Node35/4.69E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at19.55hours(Junction/Inflow,cfs) Node35/4.62E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at19.60hours(Junction/Inflow,cfs) Node35/4.56E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at19.70hours(Junction/Inflow,cfs) Node35/4.49E+02 ######################################## ######################################## Page63 Coupland_Prop5yr_NoImpact.out ===>Systeminflows(datagroupK3)at19.80hours(Junction/Inflow,cfs) Node35/4.43E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at19.85hours(Junction/Inflow,cfs) Node35/4.36E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at19.95hours(Junction/Inflow,cfs) Node35/4.30E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at20.05hours(Junction/Inflow,cfs) Node35/4.24E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at20.10hours(Junction/Inflow,cfs) Node35/4.18E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at20.20hours(Junction/Inflow,cfs) Node35/4.12E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at20.30hours(Junction/Inflow,cfs) Node35/4.05E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at20.35hours(Junction/Inflow,cfs) Node35/4.00E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at20.45hours(Junction/Inflow,cfs) Node35/3.94E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at20.55hours(Junction/Inflow,cfs) Node35/3.88E+02 Page64 Coupland_Prop5yr_NoImpact.out ######################################## ######################################## ===>Systeminflows(datagroupK3)at20.60hours(Junction/Inflow,cfs) Node35/3.82E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at20.70hours(Junction/Inflow,cfs) Node35/3.76E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at20.80hours(Junction/Inflow,cfs) Node35/3.71E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at20.85hours(Junction/Inflow,cfs) Node35/3.65E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at20.95hours(Junction/Inflow,cfs) Node35/3.60E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at21.05hours(Junction/Inflow,cfs) Node35/3.54E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at21.10hours(Junction/Inflow,cfs) Node35/3.49E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at21.20hours(Junction/Inflow,cfs) Node35/3.44E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at21.30hours(Junction/Inflow,cfs) Node35/3.39E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at21.35hours(Junction/Inflow,cfs) Page65 Coupland_Prop5yr_NoImpact.out Node35/3.34E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at21.45hours(Junction/Inflow,cfs) Node35/3.29E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at21.55hours(Junction/Inflow,cfs) Node35/3.24E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at21.60hours(Junction/Inflow,cfs) Node35/3.19E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at21.70hours(Junction/Inflow,cfs) Node35/3.14E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at21.80hours(Junction/Inflow,cfs) Node35/3.09E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at21.85hours(Junction/Inflow,cfs) Node35/3.04E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at21.95hours(Junction/Inflow,cfs) Node35/3.00E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at22.05hours(Junction/Inflow,cfs) Node35/2.95E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at22.10hours(Junction/Inflow,cfs) Node35/2.91E+02 ######################################## Page66 Coupland_Prop5yr_NoImpact.out ######################################## ===>Systeminflows(datagroupK3)at22.20hours(Junction/Inflow,cfs) Node35/2.86E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at22.30hours(Junction/Inflow,cfs) Node35/2.82E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at22.35hours(Junction/Inflow,cfs) Node35/2.78E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at22.45hours(Junction/Inflow,cfs) Node35/2.73E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at22.55hours(Junction/Inflow,cfs) Node35/2.69E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at22.60hours(Junction/Inflow,cfs) Node35/2.65E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at22.70hours(Junction/Inflow,cfs) Node35/2.61E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at22.80hours(Junction/Inflow,cfs) Node35/2.57E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at22.85hours(Junction/Inflow,cfs) Node35/2.53E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at22.95hours(Junction/Inflow,cfs) Page67 Coupland_Prop5yr_NoImpact.out Node35/2.49E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at23.05hours(Junction/Inflow,cfs) Node35/2.45E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at23.10hours(Junction/Inflow,cfs) Node35/2.42E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at23.20hours(Junction/Inflow,cfs) Node35/2.38E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at23.30hours(Junction/Inflow,cfs) Node35/2.34E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at23.35hours(Junction/Inflow,cfs) Node35/2.31E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at23.45hours(Junction/Inflow,cfs) Node35/2.27E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at23.55hours(Junction/Inflow,cfs) Node35/2.24E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at23.60hours(Junction/Inflow,cfs) Node35/2.20E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at23.70hours(Junction/Inflow,cfs) Node35/2.17E+02 ######################################## ######################################## Page68 Coupland_Prop5yr_NoImpact.out ===>Systeminflows(datagroupK3)at23.75hours(Junction/Inflow,cfs) Node35/2.14E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at23.85hours(Junction/Inflow,cfs) Node35/2.10E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at23.95hours(Junction/Inflow,cfs) Node35/2.07E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at24.00hours(Junction/Inflow,cfs) Node35/2.04E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at24.10hours(Junction/Inflow,cfs) Node35/2.00E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at24.20hours(Junction/Inflow,cfs) Node35/1.97E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at24.25hours(Junction/Inflow,cfs) Node35/1.94E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at24.35hours(Junction/Inflow,cfs) Node35/1.90E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at24.45hours(Junction/Inflow,cfs) Node35/1.86E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at24.50hours(Junction/Inflow,cfs) Node35/1.83E+02 Page69 Coupland_Prop5yr_NoImpact.out ######################################## ######################################## ===>Systeminflows(datagroupK3)at24.60hours(Junction/Inflow,cfs) Node35/1.80E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at24.70hours(Junction/Inflow,cfs) Node35/1.76E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at24.75hours(Junction/Inflow,cfs) Node35/1.73E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at24.85hours(Junction/Inflow,cfs) Node35/1.70E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at24.95hours(Junction/Inflow,cfs) Node35/1.66E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at25.00hours(Junction/Inflow,cfs) Node35/1.63E+02 ######################################## Cycle500Time25Hrs0.00Min Junction/Depth/Elevation===>"*"JunctionisSurcharged. Node13/0.46/23.20Node14/0.50/23.20 Node15/0.76/21.96 Node16/0.80/21.96Node17/0.80/21.11 Node18/0.66/21.11 Node19/1.64/21.07Node20/1.44/21.07 Node21/1.36/21.05 Node22/1.25/21.05Node23/1.55/21.00 Node24/1.13/21.00 Node25/0.58/20.15Node26/0.49/19.34 Node27/0.81/19.03 Node28/3.71/15.18Node31/3.77/15.25 Node33/3.59/15.05 Node34/0.92/23.20Node35/3.78/15.27 Page70 Coupland_Prop5yr_NoImpact.out Node36/5.88/14.90 Node37/6.33/14.79Node41/6.33/14.79 Link42.1/2.67/15.18 Node23.1.1/7.36/15.36Node19.1.1/7.36/15.36 Node18.1.1/0.40/15.39 Node34.1.1/0.26/16.58Node39/0.24/23.39 Node40/2.68/15.18 Conduit/FLOW===>"*"Conduitusesthenormalflowoption. Link14/0.13*Link16/0.13* Link18/0.18Link20/0.94 Link22/1.03Link24/1.12 Link26/1.12Link31/167.31 Link33/170.67Link34/0.13 Link36/173.40Link37/179.40 Link42.1.1/182.89Link38.1/0.69 Link46.1/0.57Link45.1/0.56 Link39.1/0.29Link41/0.12* Link48/166.52227.1/0.13 231.1/0.13235.1/0.16 239.1/0.92243.1/0.97 247.1/1.08251.1/1.12 255.1/1.13324.1/2.07 Restrictor.1/0.92W14/0.00 W15/0.00W17/0.00 W20/0.00W21/0.00 W24/0.00W25/0.00 W27/0.00W42/0.00 FREE#1/182.88 ######################################## ===>Systeminflows(datagroupK3)at25.10hours(Junction/Inflow,cfs) Node35/1.60E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at25.20hours(Junction/Inflow,cfs) Node35/1.57E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at25.25hours(Junction/Inflow,cfs) Node35/1.54E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at25.35hours(Junction/Inflow,cfs) Node35/1.51E+02 Page71 Coupland_Prop5yr_NoImpact.out ######################################## ######################################## ===>Systeminflows(datagroupK3)at25.45hours(Junction/Inflow,cfs) Node35/1.48E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at25.50hours(Junction/Inflow,cfs) Node35/1.46E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at25.60hours(Junction/Inflow,cfs) Node35/1.43E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at25.70hours(Junction/Inflow,cfs) Node35/1.40E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at25.75hours(Junction/Inflow,cfs) Node35/1.38E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at25.85hours(Junction/Inflow,cfs) Node35/1.35E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at25.95hours(Junction/Inflow,cfs) Node35/1.32E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at26.00hours(Junction/Inflow,cfs) Node35/1.30E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at26.10hours(Junction/Inflow,cfs) Node35/1.28E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at26.20hours(Junction/Inflow,cfs) Page72 Coupland_Prop5yr_NoImpact.out Node35/1.25E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at26.25hours(Junction/Inflow,cfs) Node35/1.23E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at26.35hours(Junction/Inflow,cfs) Node35/1.21E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at26.45hours(Junction/Inflow,cfs) Node35/1.18E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at26.50hours(Junction/Inflow,cfs) Node35/1.16E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at26.60hours(Junction/Inflow,cfs) Node35/1.14E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at26.70hours(Junction/Inflow,cfs) Node35/1.12E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at26.75hours(Junction/Inflow,cfs) Node35/1.10E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at26.85hours(Junction/Inflow,cfs) Node35/1.08E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at26.95hours(Junction/Inflow,cfs) Node35/1.06E+02 ######################################## Page73 Coupland_Prop5yr_NoImpact.out ######################################## ===>Systeminflows(datagroupK3)at27.00hours(Junction/Inflow,cfs) Node35/1.04E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at27.10hours(Junction/Inflow,cfs) Node35/1.02E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at27.20hours(Junction/Inflow,cfs) Node35/9.97E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at27.25hours(Junction/Inflow,cfs) Node35/9.79E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at27.35hours(Junction/Inflow,cfs) Node35/9.60E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at27.45hours(Junction/Inflow,cfs) Node35/9.42E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at27.50hours(Junction/Inflow,cfs) Node35/9.25E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at27.60hours(Junction/Inflow,cfs) Node35/9.07E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at27.70hours(Junction/Inflow,cfs) Node35/8.90E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at27.75hours(Junction/Inflow,cfs) Page74 Coupland_Prop5yr_NoImpact.out Node35/8.73E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at27.85hours(Junction/Inflow,cfs) Node35/8.57E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at27.95hours(Junction/Inflow,cfs) Node35/8.41E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at28.00hours(Junction/Inflow,cfs) Node35/8.25E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at28.10hours(Junction/Inflow,cfs) Node35/8.10E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at28.20hours(Junction/Inflow,cfs) Node35/7.94E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at28.25hours(Junction/Inflow,cfs) Node35/7.80E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at28.35hours(Junction/Inflow,cfs) Node35/7.65E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at28.45hours(Junction/Inflow,cfs) Node35/7.51E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at28.50hours(Junction/Inflow,cfs) Node35/7.36E+01 ######################################## ######################################## Page75 Coupland_Prop5yr_NoImpact.out ===>Systeminflows(datagroupK3)at28.60hours(Junction/Inflow,cfs) Node35/7.23E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at28.70hours(Junction/Inflow,cfs) Node35/7.09E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at28.75hours(Junction/Inflow,cfs) Node35/6.96E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at28.85hours(Junction/Inflow,cfs) Node35/6.83E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at28.95hours(Junction/Inflow,cfs) Node35/6.70E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at29.00hours(Junction/Inflow,cfs) Node35/6.57E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at29.10hours(Junction/Inflow,cfs) Node35/6.45E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at29.20hours(Junction/Inflow,cfs) Node35/6.33E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at29.25hours(Junction/Inflow,cfs) Node35/6.21E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at29.35hours(Junction/Inflow,cfs) Node35/6.09E+01 Page76 Coupland_Prop5yr_NoImpact.out ######################################## ######################################## ===>Systeminflows(datagroupK3)at29.45hours(Junction/Inflow,cfs) Node35/5.98E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at29.50hours(Junction/Inflow,cfs) Node35/5.87E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at29.60hours(Junction/Inflow,cfs) Node35/5.76E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at29.70hours(Junction/Inflow,cfs) Node35/5.65E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at29.75hours(Junction/Inflow,cfs) Node35/5.54E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at29.85hours(Junction/Inflow,cfs) Node35/5.44E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at29.95hours(Junction/Inflow,cfs) Node35/5.33E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at30.00hours(Junction/Inflow,cfs) Node35/5.23E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at30.10hours(Junction/Inflow,cfs) Node35/5.14E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at30.20hours(Junction/Inflow,cfs) Page77 Coupland_Prop5yr_NoImpact.out Node35/5.04E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at30.25hours(Junction/Inflow,cfs) Node35/4.94E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at30.35hours(Junction/Inflow,cfs) Node35/4.85E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at30.45hours(Junction/Inflow,cfs) Node35/4.76E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at30.50hours(Junction/Inflow,cfs) Node35/4.67E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at30.60hours(Junction/Inflow,cfs) Node35/4.58E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at30.70hours(Junction/Inflow,cfs) Node35/4.50E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at30.75hours(Junction/Inflow,cfs) Node35/4.41E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at30.85hours(Junction/Inflow,cfs) Node35/4.33E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at30.95hours(Junction/Inflow,cfs) Node35/4.25E+01 ######################################## Page78 Coupland_Prop5yr_NoImpact.out ######################################## ===>Systeminflows(datagroupK3)at31.00hours(Junction/Inflow,cfs) Node35/4.17E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at31.10hours(Junction/Inflow,cfs) Node35/4.09E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at31.20hours(Junction/Inflow,cfs) Node35/4.01E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at31.25hours(Junction/Inflow,cfs) Node35/3.94E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at31.35hours(Junction/Inflow,cfs) Node35/3.86E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at31.45hours(Junction/Inflow,cfs) Node35/3.79E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at31.50hours(Junction/Inflow,cfs) Node35/3.72E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at31.60hours(Junction/Inflow,cfs) Node35/3.65E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at31.70hours(Junction/Inflow,cfs) Node35/3.58E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at31.75hours(Junction/Inflow,cfs) Page79 Coupland_Prop5yr_NoImpact.out Node35/3.51E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at31.85hours(Junction/Inflow,cfs) Node35/3.45E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at31.95hours(Junction/Inflow,cfs) Node35/3.38E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at32.00hours(Junction/Inflow,cfs) Node35/3.32E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at32.10hours(Junction/Inflow,cfs) Node35/3.26E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at32.20hours(Junction/Inflow,cfs) Node35/3.20E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at32.25hours(Junction/Inflow,cfs) Node35/3.13E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at32.35hours(Junction/Inflow,cfs) Node35/3.08E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at32.45hours(Junction/Inflow,cfs) Node35/3.02E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at32.50hours(Junction/Inflow,cfs) Node35/2.96E+01 ######################################## ######################################## Page80 Coupland_Prop5yr_NoImpact.out ===>Systeminflows(datagroupK3)at32.60hours(Junction/Inflow,cfs) Node35/2.91E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at32.70hours(Junction/Inflow,cfs) Node35/2.85E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at32.75hours(Junction/Inflow,cfs) Node35/2.80E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at32.85hours(Junction/Inflow,cfs) Node35/2.74E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at32.95hours(Junction/Inflow,cfs) Node35/2.69E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at33.00hours(Junction/Inflow,cfs) Node35/2.64E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at33.10hours(Junction/Inflow,cfs) Node35/2.59E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at33.20hours(Junction/Inflow,cfs) Node35/2.54E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at33.25hours(Junction/Inflow,cfs) Node35/2.50E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at33.35hours(Junction/Inflow,cfs) Node35/2.45E+01 Page81 Coupland_Prop5yr_NoImpact.out ######################################## ######################################## ===>Systeminflows(datagroupK3)at33.45hours(Junction/Inflow,cfs) Node35/2.40E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at33.50hours(Junction/Inflow,cfs) Node35/2.36E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at33.60hours(Junction/Inflow,cfs) Node35/2.31E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at33.70hours(Junction/Inflow,cfs) Node35/2.27E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at33.75hours(Junction/Inflow,cfs) Node35/2.23E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at33.85hours(Junction/Inflow,cfs) Node35/2.18E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at33.95hours(Junction/Inflow,cfs) Node35/2.14E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at34.00hours(Junction/Inflow,cfs) Node35/2.10E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at34.10hours(Junction/Inflow,cfs) Node35/2.06E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at34.20hours(Junction/Inflow,cfs) Page82 Coupland_Prop5yr_NoImpact.out Node35/2.02E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at34.25hours(Junction/Inflow,cfs) Node35/1.99E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at34.35hours(Junction/Inflow,cfs) Node35/1.95E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at34.45hours(Junction/Inflow,cfs) Node35/1.91E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at34.50hours(Junction/Inflow,cfs) Node35/1.87E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at34.60hours(Junction/Inflow,cfs) Node35/1.84E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at34.70hours(Junction/Inflow,cfs) Node35/1.80E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at34.75hours(Junction/Inflow,cfs) Node35/1.77E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at34.85hours(Junction/Inflow,cfs) Node35/1.74E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at34.95hours(Junction/Inflow,cfs) Node35/1.70E+01 ######################################## Page83 Coupland_Prop5yr_NoImpact.out ######################################## ===>Systeminflows(datagroupK3)at35.00hours(Junction/Inflow,cfs) Node35/1.67E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at35.10hours(Junction/Inflow,cfs) Node35/1.64E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at35.20hours(Junction/Inflow,cfs) Node35/1.61E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at35.25hours(Junction/Inflow,cfs) Node35/1.58E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at35.35hours(Junction/Inflow,cfs) Node35/1.55E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at35.45hours(Junction/Inflow,cfs) Node35/1.52E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at35.50hours(Junction/Inflow,cfs) Node35/1.49E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at35.60hours(Junction/Inflow,cfs) Node35/1.46E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at35.70hours(Junction/Inflow,cfs) Node35/1.43E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at35.75hours(Junction/Inflow,cfs) Page84 Coupland_Prop5yr_NoImpact.out Node35/1.41E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at35.85hours(Junction/Inflow,cfs) Node35/1.38E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at35.95hours(Junction/Inflow,cfs) Node35/1.35E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at36.00hours(Junction/Inflow,cfs) Node35/1.33E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at36.10hours(Junction/Inflow,cfs) Node35/1.30E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at36.20hours(Junction/Inflow,cfs) Node35/1.28E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at36.25hours(Junction/Inflow,cfs) Node35/1.25E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at36.35hours(Junction/Inflow,cfs) Node35/1.23E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at36.45hours(Junction/Inflow,cfs) Node35/1.20E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at36.50hours(Junction/Inflow,cfs) Node35/1.18E+01 ######################################## ######################################## Page85 Coupland_Prop5yr_NoImpact.out ===>Systeminflows(datagroupK3)at36.60hours(Junction/Inflow,cfs) Node35/1.16E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at36.70hours(Junction/Inflow,cfs) Node35/1.13E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at36.75hours(Junction/Inflow,cfs) Node35/1.11E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at36.85hours(Junction/Inflow,cfs) Node35/1.09E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at36.95hours(Junction/Inflow,cfs) Node35/1.07E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at37.00hours(Junction/Inflow,cfs) Node35/1.05E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at37.10hours(Junction/Inflow,cfs) Node35/1.02E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at37.20hours(Junction/Inflow,cfs) Node35/1.00E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at37.25hours(Junction/Inflow,cfs) Node35/9.80E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at37.35hours(Junction/Inflow,cfs) Node35/9.60E+00 Page86 Coupland_Prop5yr_NoImpact.out ######################################## ######################################## ===>Systeminflows(datagroupK3)at37.45hours(Junction/Inflow,cfs) Node35/9.40E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at37.50hours(Junction/Inflow,cfs) Node35/9.20E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at37.60hours(Junction/Inflow,cfs) Node35/9.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at37.70hours(Junction/Inflow,cfs) Node35/8.80E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at37.75hours(Junction/Inflow,cfs) Node35/8.60E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at37.85hours(Junction/Inflow,cfs) Node35/8.50E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at37.95hours(Junction/Inflow,cfs) Node35/8.30E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at38.00hours(Junction/Inflow,cfs) Node35/8.10E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at38.10hours(Junction/Inflow,cfs) Node35/7.90E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at38.20hours(Junction/Inflow,cfs) Page87 Coupland_Prop5yr_NoImpact.out Node35/7.70E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at38.25hours(Junction/Inflow,cfs) Node35/7.60E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at38.35hours(Junction/Inflow,cfs) Node35/7.40E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at38.45hours(Junction/Inflow,cfs) Node35/7.20E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at38.50hours(Junction/Inflow,cfs) Node35/7.10E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at38.60hours(Junction/Inflow,cfs) Node35/6.90E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at38.70hours(Junction/Inflow,cfs) Node35/6.70E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at38.75hours(Junction/Inflow,cfs) Node35/6.50E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at38.85hours(Junction/Inflow,cfs) Node35/6.40E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at38.95hours(Junction/Inflow,cfs) Node35/6.20E+00 ######################################## Page88 Coupland_Prop5yr_NoImpact.out ######################################## ===>Systeminflows(datagroupK3)at39.00hours(Junction/Inflow,cfs) Node35/6.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at39.10hours(Junction/Inflow,cfs) Node35/5.80E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at39.20hours(Junction/Inflow,cfs) Node35/5.60E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at39.25hours(Junction/Inflow,cfs) Node35/5.40E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at39.35hours(Junction/Inflow,cfs) Node35/5.10E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at39.45hours(Junction/Inflow,cfs) Node35/4.80E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at39.50hours(Junction/Inflow,cfs) Node35/4.30E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at39.60hours(Junction/Inflow,cfs) Node35/3.30E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at39.70hours(Junction/Inflow,cfs) Node35/3.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at39.75hours(Junction/Inflow,cfs) Page89 Coupland_Prop5yr_NoImpact.out Node35/2.70E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at39.85hours(Junction/Inflow,cfs) Node35/2.50E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at39.95hours(Junction/Inflow,cfs) Node35/2.40E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at40.00hours(Junction/Inflow,cfs) Node35/2.20E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at40.10hours(Junction/Inflow,cfs) Node35/2.10E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at40.20hours(Junction/Inflow,cfs) Node35/2.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at40.25hours(Junction/Inflow,cfs) Node35/2.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at40.35hours(Junction/Inflow,cfs) Node35/1.90E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at40.45hours(Junction/Inflow,cfs) Node35/1.80E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at40.50hours(Junction/Inflow,cfs) Node35/1.70E+00 ######################################## ######################################## Page90 Coupland_Prop5yr_NoImpact.out ===>Systeminflows(datagroupK3)at40.60hours(Junction/Inflow,cfs) Node35/1.60E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at40.70hours(Junction/Inflow,cfs) Node35/1.60E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at40.75hours(Junction/Inflow,cfs) Node35/1.50E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at40.85hours(Junction/Inflow,cfs) Node35/1.50E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at40.95hours(Junction/Inflow,cfs) Node35/1.40E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at41.00hours(Junction/Inflow,cfs) Node35/1.30E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at41.10hours(Junction/Inflow,cfs) Node35/1.30E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at41.20hours(Junction/Inflow,cfs) Node35/1.20E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at41.25hours(Junction/Inflow,cfs) Node35/1.20E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at41.35hours(Junction/Inflow,cfs) Node35/1.10E+00 Page91 Coupland_Prop5yr_NoImpact.out ######################################## ######################################## ===>Systeminflows(datagroupK3)at41.45hours(Junction/Inflow,cfs) Node35/1.10E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at41.50hours(Junction/Inflow,cfs) Node35/1.10E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at41.60hours(Junction/Inflow,cfs) Node35/1.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at41.70hours(Junction/Inflow,cfs) Node35/1.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at41.75hours(Junction/Inflow,cfs) Node35/9.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at41.85hours(Junction/Inflow,cfs) Node35/9.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at41.95hours(Junction/Inflow,cfs) Node35/9.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at42.00hours(Junction/Inflow,cfs) Node35/8.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at42.10hours(Junction/Inflow,cfs) Node35/8.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at42.20hours(Junction/Inflow,cfs) Page92 Coupland_Prop5yr_NoImpact.out Node35/8.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at42.25hours(Junction/Inflow,cfs) Node35/7.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at42.35hours(Junction/Inflow,cfs) Node35/7.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at42.45hours(Junction/Inflow,cfs) Node35/7.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at42.50hours(Junction/Inflow,cfs) Node35/6.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at42.60hours(Junction/Inflow,cfs) Node35/6.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at42.70hours(Junction/Inflow,cfs) Node35/6.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at42.75hours(Junction/Inflow,cfs) Node35/6.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at42.85hours(Junction/Inflow,cfs) Node35/5.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at42.95hours(Junction/Inflow,cfs) Node35/5.00E01 ######################################## Page93 Coupland_Prop5yr_NoImpact.out ######################################## ===>Systeminflows(datagroupK3)at43.00hours(Junction/Inflow,cfs) Node35/5.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at43.10hours(Junction/Inflow,cfs) Node35/5.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at43.20hours(Junction/Inflow,cfs) Node35/5.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at43.25hours(Junction/Inflow,cfs) Node35/4.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at43.35hours(Junction/Inflow,cfs) Node35/4.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at43.45hours(Junction/Inflow,cfs) Node35/4.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at43.50hours(Junction/Inflow,cfs) Node35/4.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at43.60hours(Junction/Inflow,cfs) Node35/4.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at43.70hours(Junction/Inflow,cfs) Node35/4.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at43.75hours(Junction/Inflow,cfs) Page94 Coupland_Prop5yr_NoImpact.out Node35/3.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at43.85hours(Junction/Inflow,cfs) Node35/3.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at43.95hours(Junction/Inflow,cfs) Node35/3.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at44.00hours(Junction/Inflow,cfs) Node35/3.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at44.10hours(Junction/Inflow,cfs) Node35/3.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at44.20hours(Junction/Inflow,cfs) Node35/3.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at44.25hours(Junction/Inflow,cfs) Node35/3.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at44.35hours(Junction/Inflow,cfs) Node35/3.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at44.45hours(Junction/Inflow,cfs) Node35/2.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at44.50hours(Junction/Inflow,cfs) Node35/2.00E01 ######################################## ######################################## Page95 Coupland_Prop5yr_NoImpact.out ===>Systeminflows(datagroupK3)at44.60hours(Junction/Inflow,cfs) Node35/2.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at44.70hours(Junction/Inflow,cfs) Node35/2.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at44.75hours(Junction/Inflow,cfs) Node35/2.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at44.85hours(Junction/Inflow,cfs) Node35/2.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at44.95hours(Junction/Inflow,cfs) Node35/2.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at45.00hours(Junction/Inflow,cfs) Node35/2.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at45.10hours(Junction/Inflow,cfs) Node35/2.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at45.20hours(Junction/Inflow,cfs) Node35/2.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at45.25hours(Junction/Inflow,cfs) Node35/1.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at45.35hours(Junction/Inflow,cfs) Node35/1.00E01 Page96 Coupland_Prop5yr_NoImpact.out ######################################## ######################################## ===>Systeminflows(datagroupK3)at45.45hours(Junction/Inflow,cfs) Node35/1.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at45.50hours(Junction/Inflow,cfs) Node35/1.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at45.60hours(Junction/Inflow,cfs) Node35/1.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at45.70hours(Junction/Inflow,cfs) Node35/1.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at45.75hours(Junction/Inflow,cfs) Node35/1.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at45.85hours(Junction/Inflow,cfs) Node35/1.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at45.95hours(Junction/Inflow,cfs) Node35/1.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at46.00hours(Junction/Inflow,cfs) Node35/1.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at46.10hours(Junction/Inflow,cfs) Node35/1.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at46.20hours(Junction/Inflow,cfs) Page97 Coupland_Prop5yr_NoImpact.out Node35/1.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at46.25hours(Junction/Inflow,cfs) Node35/1.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at46.35hours(Junction/Inflow,cfs) Node35/1.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at46.45hours(Junction/Inflow,cfs) Node35/1.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at46.50hours(Junction/Inflow,cfs) Node35/0.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at46.60hours(Junction/Inflow,cfs) Node35/0.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at46.70hours(Junction/Inflow,cfs) Node35/0.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at46.75hours(Junction/Inflow,cfs) Node35/0.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at46.85hours(Junction/Inflow,cfs) Node35/0.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at46.95hours(Junction/Inflow,cfs) Node35/0.00E+00 ######################################## Page98 Coupland_Prop5yr_NoImpact.out ######################################## ===>Systeminflows(datagroupK3)at47.00hours(Junction/Inflow,cfs) Node35/0.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at47.10hours(Junction/Inflow,cfs) Node35/0.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at47.20hours(Junction/Inflow,cfs) Node35/0.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at47.25hours(Junction/Inflow,cfs) Node35/0.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at47.35hours(Junction/Inflow,cfs) Node35/0.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at47.45hours(Junction/Inflow,cfs) Node35/0.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at47.50hours(Junction/Inflow,cfs) Node35/0.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at47.60hours(Junction/Inflow,cfs) Node35/0.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at47.70hours(Junction/Inflow,cfs) Node35/0.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at47.75hours(Junction/Inflow,cfs) Page99 Coupland_Prop5yr_NoImpact.out Node35/0.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at47.85hours(Junction/Inflow,cfs) Node35/0.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at47.95hours(Junction/Inflow,cfs) Node35/0.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at48.00hours(Junction/Inflow,cfs) Node35/0.00E+00 ######################################## *===================================================* |TableE5JunctionTimeLimitationSummary| |(0.10or0.25)*Depth*Area| |Timestep=| |SumofFlow| *===================================================* |Thetimethisjunctionwasthelimitingjunction| |islistedinthethirdcolumn.| *===================================================* JunctionTime(.10)Time(.25)Time(sec) Node13249.21623.031800.0 Node14241.93604.820.0 Node15156.39390.9648240.0 Node16155.32388.31360.0 Node17142.20355.490.0 Node18150.39375.970.0 Node1964.09160.230.0 Node20153.96384.901620.0 Node2187.80219.500.0 Node2250.55126.37180.0 Node2394.20235.510.0 Node24173.28433.200.0 Node2530.1475.35180.0 Node26229.81574.530.0 Node2731.2078.00180.0 Node2849.96124.90360.0 Node3186.81217.020.0 Page100 Coupland_Prop5yr_NoImpact.out Node33101.83254.560.0 Node34240.49601.230.0 Node3550.81127.0291800.0 Node3667.81169.530.0 Node37179.64449.090.0 Node411800.001800.000.0 Link42.12.827.05900.0 Node23.1.11.273.162880.0 Node19.1.11.052.6323580.0 Node18.1.14.9612.390.0 Node34.1.15.6013.99720.0 Node39137.81344.540.0 Node4048.54121.360.0 Thejunctionrequiringthesmallesttimestepwas...Node35 *==========================================================* |TableE5aConduitExplicitConditionSummary| |Courant=ConduitLength| |Timestep=| |Velocity+sqrt(g*depth)| || |ConduitImplicitConditionSummary| |Courant=ConduitLength| |Timestep=| |Velocity| *==========================================================* |The3rdcolumnistheExplicittimesteptimesthe| |minimumcouranttimestepfactor| || |MinimumConduitTimeStepinsecondsinthe4thcolumn| |inthelist.Maximumpossibleis10*maximumtimestep| || |The5thcolumnisthemaximumchangeatanytimestep| |duringthesimulation.The6thcolumnisthewobble| |valuewhichisanindicatoroftheflowstability.| || |Youshouldusethissectiontofindthoseconduitsthat| |areslowingyourmodeldown.Usemodifyconduitsto| |alterthelengthoftheslowconduitstomakeyour| |simulationfaster,orchangetheconduitnameto| |"CHME?????"where?????areanycharacters,thiswill| Page101 Coupland_Prop5yr_NoImpact.out |lengthentheconduitbasedonthemodeltimestep,| |notthevaluelistedinmodifyconduits.| *==========================================================* ConduitTime(exp)Expl*CminTime(imp)Time(min)MaxQchange WobbleTypeofSoln Link1411.4911.4929.8321.00.008 0.016NormalSoln Link164.024.0213.590.00.007 0.017NormalSoln Link1836.8336.83890.280.00.007 0.044NormalSoln Link2015.0715.07108.140.00.055 0.171NormalSoln Link2238.2838.28334.050.00.042 0.717NormalSoln Link2434.1134.11141.130.00.034 0.191NormalSoln Link264.474.4710.630.00.031 0.041NormalSoln Link3114.2114.2184.440.00.528 0.061NormalSoln Link3313.5213.5268.750.00.501 0.048NormalSoln Link348.698.6965.260.00.010 0.020NormalSoln Link3634.8434.84199.960.00.459 0.005NormalSoln Link3749.8049.80471.540.00.395 0.016NormalSoln Link42.1.11.311.3113.602436.02.777 0.494NormalSoln Link38.159.1259.12409.160.00.111 2.437NormalSoln Link46.12.072.0720.21348.03.672 141.950NormalSoln Link45.14.544.5424.916.01.292 5.267NormalSoln Link39.114.8714.8769.960.00.067 3.441NormalSoln Link4123.8423.8498.220.00.013 0.030NormalSoln Link482.702.7014.270.00.531 0.039NormalSoln 227.14.534.5317.770.00.008 0.709NormalSoln Page102 Coupland_Prop5yr_NoImpact.out 231.14.104.1030.910.00.006 1.225NormalSoln 235.13.123.1232.370.00.008 0.840NormalSoln 239.12.032.036.1269.00.058 1.728NormalSoln 243.12.262.266.590.00.053 2.514NormalSoln 247.11.551.554.630.00.034 1.011NormalSoln 251.13.343.347.170.00.032 1.953NormalSoln 255.17.067.0611.660.00.033 0.537NormalSoln 324.12.622.6217.760.00.141 2.653NormalSoln Restrictor.1107.34107.34312.250.00.117 2.916NormalSoln Theconduitwiththesmallesttimesteplimitationwas..Link42.1.1 Theconduitwiththelargestwobblewas.................Link46.1 Theconduitwiththelargestflowchangeinany consecutivetimestep...................................Link46.1 ************************************************ Page103 Coupland_Prop5yr_NoImpact.out *EndoftimestepDOloopinRunoff* ************************************************ FinalDate(Mo/Day/Year)=1/2/2016 Totalnumberoftimesteps=2878 FinalJulianDate=2016002 Finaltimeofday=86280.seconds. Finaltimeofday=23.97hours. Finalrunningtime=47.9667hours. Finalrunningtime=1.9986days. **************************************************** *ExtrapolationSummaryforWatersheds* *Explainsthenumberoftimestepsanditerations* *usedinthesolutionofthesubcatchments.* *#Steps==>TotalNumberofExtrapolatedSteps* *#Calls==>TotalNumberofOVERLNDCalls* **************************************************** Subcatchment#Steps#CallsSubcatchment#Steps#Calls Subcatchment#Steps#Calls Node39#1168605620Node34.1.1#1169625654 Node18.1.1#1169475649 Node17#1165905530Node19#1173195773 ######################################################### #RainfallinputsummaryfromRunoffContinuityCheck# ######################################################### Totalrainfallreadforgage#1is6.4200in Totalrainfalldurationforgage#1is1440.00minutes ************************************************************ *TableR5.CONTINUITYCHECKFORSURFACEWATER* *Anycontinuityerrorcanbefixedbyloweringthe* *wetandtransitiontimestep.Thetransitiontime* *shouldnotbemuchgreaterthanthewettimestep.* ************************************************************ Inchesover cubicfeetTotalBasin TotalPrecipitation(RainplusSnow)5.812167E+056.420 TotalInfiltration1.021485E+051.128 TotalEvaporation1.290268E+040.143 SurfaceRunofffromWatersheds4.661761E+055.149 TotalWaterremaininginSurfaceStorage0.000000E+000.000 Page104 Coupland_Prop5yr_NoImpact.out InfiltrationoverthePerviousArea...1.021485E+052.631 Infiltration+Evaporation+ SurfaceRunoff+Snowremoval+ WaterremaininginSurfaceStorage+ WaterremaininginSnowCover.........5.812273E+056.420 TotalPrecipitation+InitialStorage.5.812167E+056.420 Theerrorincontinuityiscalculatedas *************************************** *Precipitation+InitialSnowCover* *Infiltration* *EvaporationSnowremoval* *SurfaceRunofffromWatersheds* *WaterinSurfaceStorage* *WaterremaininginSnowCover* ** *Precipitation+InitialSnowCover* *************************************** PercentContinuityError...............0.0018 **************************************************** *TableR6.ContinuityCheckforChannel/Pipes* *Youshouldhavezerocontinuityerror* *ifyouarenotusingrunoffhydraulics* **************************************************** Inches over cubicfeetTotal Basin InitialChannel/PipeStorage................0.000000E+000.000 FinalChannel/PipeStorage..................0.000000E+000.000 SurfaceRunofffromWatersheds..............4.661761E+055.149 GroundwaterSubsurfaceInfloworDiversion..0.000000E+000.000 EvaporationLossfromChannels..............0.000000E+000.000 GroundwaterFlowDivertedOutofNetwork....0.000000E+000.000 Channel/Pipe/InletOutflow..................4.661761E+055.149 InitialStorage+Inflow....................4.661761E+055.149 FinalStorage+Outflow+DivertedGW.......4.661761E+055.149 ******************************************** *FinalStorage+Outflow+Evaporation* *WatershedRunoffGroundwaterInflow* *InitialChannel/PipeStorage* ** *FinalStorage+Outflow+Evaporation* ******************************************** Page105 Coupland_Prop5yr_NoImpact.out PercentContinuityError....................0.0000 ################################################## #TableR9.SummaryStatisticsforSubcatchments# ################################################## Note:TotalRunoffDepthincludespervious&imperviousareas. PerviousandImperviousRunoffDepthisonlytherunofffromthosetwo areas. Forcatchmentsreceivingredirectedflow,thisflowwillonlybeshownif theflowisnot directeddirectlytotheoutlet.Flowthatisgettingredirectedisalso listedwith theoriginalsubcatchment. Subcatchment...........Node39#1Node34.1.1#1 Node18.1.1#1Node17#1Node19#1 Area(acres)...........2.270005.20000 4.870000.3600012.24000 PercentImpervious.....50.0000067.00000 67.0000067.0000050.00000 TotalRainfall(in)....6.420006.42000 6.420006.420006.42000 MaxIntensity(in/hr)..9.240009.24000 9.240009.240009.24000 PerviousArea TotalRunoffDepth(in)3.659593.75618 3.756503.767973.63354 PeakRunoffRate(cfs).1.803313.91214 3.669480.286938.98773 TotalImperviousArea TotalRunoffDepth(in)6.259626.25568 6.255796.259626.25501 PeakRunoffRate(cfs).3.050348.92003 8.364660.6482115.54117 ImperviousAreawithdepressionstorage TotalRunoffDepth(in)4.694724.69176 4.691844.694724.69125 PeakRunoffRate(cfs).2.287756.69003 6.273500.4861611.65588 Page106 Coupland_Prop5yr_NoImpact.out ImperviousAreawithoutdepressionstorage TotalRunoffDepth(in)1.564911.56392 1.563951.564911.56375 PeakRunoffRate(cfs).0.762582.23001 2.091170.162053.88529 TotalArea TotalRunoffDepth(in)4.959615.43085 5.431025.437374.94427 PeakRunoffRate(cfs).4.8073812.83217 12.034150.9351424.23384 RationalFormula PerviousTc.(mins)....0.000000.00000 0.000000.000000.00000 Perv.Intensity(in/hr)0.000000.00000 0.000000.000000.00000 PerviousC............0.000000.00000 0.000000.000000.00000 ImperviousTc.(mins)..0.000000.00000 0.000000.000000.00000 Imp.Intensity(in/hr).0.000000.00000 0.000000.000000.00000 ImperviousC..........0.000000.00000 0.000000.000000.00000 PartialArea(Ha)......0.000000.00000 0.000000.000000.00000 PartialAreaTc........0.000000.00000 0.000000.000000.00000 PartialAreaIntensity.0.000000.00000 0.000000.000000.00000 ===>Runoffsimulationendednormally. *==================================================* |TableE6.FinalModelCondition| |Thistableisusedforsteadystate| |flowcomparisonandistheinformation| |savedtothehotrestartfile.| |FinalTime=48.050hours| *==================================================* Junction/Depth/Elevation===>"*"JunctionisSurcharged. Node13/0.26/23.00/Node14/0.30/23.00/ Node15/0.60/21.80/ Page107 Coupland_Prop5yr_NoImpact.out Node16/0.64/21.80/Node17/0.44/20.75/ Node18/0.30/20.75/ Node19/0.78/20.21/Node20/0.58/20.21/ Node21/0.52/20.21/ Node22/0.41/20.21/Node23/0.75/20.20/ Node24/0.33/20.20/ Node25/0.24/19.81/Node26/0.01/18.86/ Node27/0.58/18.80/ Node28/0.02/11.49/Node31/0.01/11.49/ Node33/0.00/11.46/ Node34/0.76/23.04/Node35/0.00/11.49/ Node36/0.01/9.03/ Node37/0.01/8.47/Node41/0.00/8.46/ Link42.1/0.03/12.54/ Node23.1.1/6.92/14.92/Node19.1.1/6.92/14.92/ Node18.1.1/0.00/14.99/ Node34.1.1/0.00/16.32/Node39/0.00/23.15/ Node40/0.02/12.52/ Conduit/Flow===>"*"Conduitusesthenormalflowoption. Link14/0.00*/Link16/0.00*/ Link18/0.00*/ Link20/0.00/Link22/0.00/ Link24/0.00/ Link26/0.00*/Link31/0.00/ Link33/0.00/ Link34/0.00/Link36/0.00*/ Link37/0.00/ Link42.1.1/0.00/Link38.1/0.00/ Link46.1/0.00/ Link45.1/0.00/Link39.1/0.00/ Link41/0.00*/ Link48/0.00/227.1/0.00/ 231.1/0.00/ 235.1/0.00/239.1/0.00/ 243.1/0.00/ 247.1/0.00/251.1/0.00/ 255.1/0.00/ 324.1/0.00/Restrictor.1/0.00/ W14/0.00/ W15/0.00/W17/0.00/ W20/0.00/ W21/0.00/W24/0.00/ W25/0.00/ W27/0.00/W42/0.00/ FREE#1/0.00/ Conduit/Velocity Page108 Coupland_Prop5yr_NoImpact.out Link14/0.00/Link16/0.00/ Link18/0.00/ Link20/0.00/Link22/0.02/ Link24/0.06/ Link26/0.01/Link31/0.00/ Link33/0.02/ Link34/0.00/Link36/0.06/ Link37/0.05/ Link42.1.1/0.04/Link38.1/0.00/ Link46.1/0.00/ Link45.1/0.00/Link39.1/0.00/ Link41/0.00/ Link48/0.00/227.1/0.00/ 231.1/0.00/ 235.1/0.00/239.1/0.00/ 243.1/0.01/ 247.1/0.00/251.1/0.27/ 255.1/0.56/ 324.1/0.17/Restrictor.1/0.07/ Conduit/Width Link14/0.17/Link16/0.04/ Link18/0.30/ Link20/0.81/Link22/0.53/ Link24/0.14/ Link26/0.38/Link31/0.19/ Link33/0.27/ Link34/0.44/Link36/0.09/ Link37/0.13/ Link42.1.1/0.13/Link38.1/1.37/ Link46.1/0.02/ Link45.1/1.37/Link39.1/0.98/ Link41/0.44/ Link48/0.01/227.1/1.61/ 231.1/2.14/ 235.1/1.65/239.1/2.29/ 243.1/1.26/ 247.1/2.23/251.1/0.98/ 255.1/1.18/ 324.1/1.96/Restrictor.1/0.74/ Junction/EGL Node13/0.26/Node14/0.30/ Node15/0.60/ Node16/0.64/Node17/0.44/ Node18/0.30/ Node19/0.78/Node20/0.58/ Node21/0.52/ Page109 Coupland_Prop5yr_NoImpact.out Node22/0.41/Node23/0.75/ Node24/0.33/ Node25/0.24/Node26/0.69/ Node27/0.58/ Node28/1.02/Node31/0.01/ Node33/0.00/ Node34/0.76/Node35/0.00/ Node36/0.01/ Node37/0.01/Node41/0.00/ Link42.1/0.03/ Node23.1.1/6.92/Node19.1.1/6.92/ Node18.1.1/1.00/ Node34.1.1/0.00/Node39/0.00/ Node40/3.78/ Junction/Freeboard Node13/17.00/Node14/17.00/ Node15/18.20/ Node16/18.20/Node17/19.25/ Node18/19.25/ Node19/19.79/Node20/19.79/ Node21/19.79/ Node22/19.79/Node23/19.80/ Node24/19.80/ Node25/20.19/Node26/21.14/ Node27/21.20/ Node28/28.51/Node31/28.51/ Node33/28.54/ Node34/16.96/Node35/28.51/ Node36/30.97/ Node37/31.53/Node41/31.54/ Link42.1/27.46/ Node23.1.1/25.08/Node19.1.1/25.08/ Node18.1.1/25.01/ Node34.1.1/23.68/Node39/16.85/ Node40/27.48/ Junction/MaxVolume Node13/12.99/Node14/13.35/ Node15/25.28/ Node16/25.72/Node17/36.50/ Node18/34.68/ Node19/47.40/Node20/42.68/ Node21/41.48/ Node22/38.06/Node23/41.23/ Node24/34.80/ Node25/25.80/Node26/19.85/ Node27/22.27/ Page110 Coupland_Prop5yr_NoImpact.out Node28/96.70/Node31/97.06/ Node33/96.20/ Node34/19.40/Node35/97.05/ Node36/126.17/ Node37/132.16/Node41/132.14/ Link42.1/120.64/ Node23.1.1/183.62/Node19.1.1/184.18/ Node18.1.1/97.23/ Node34.1.1/84.70/Node39/13.15/ Node40/83.81/ Junction/TotalFldng Node13/0.00/Node14/0.00/ Node15/0.00/ Node16/0.00/Node17/0.00/ Node18/0.00/ Node19/0.00/Node20/0.00/ Node21/0.00/ Node22/0.00/Node23/0.00/ Node24/0.00/ Node25/0.00/Node26/0.00/ Node27/0.00/ Node28/0.00/Node31/0.00/ Node33/0.00/ Node34/0.00/Node35/0.00/ Node36/0.00/ Node37/0.00/Node41/0.00/ Link42.1/0.00/ Node23.1.1/0.00/Node19.1.1/0.00/ Node18.1.1/0.00/ Node34.1.1/0.00/Node39/0.00/ Node40/0.00/ Conduit/CrossSectionalArea Link14/0.03/Link16/0.00/ Link18/0.08/ Link20/0.15/Link22/0.06/ Link24/0.02/ Link26/0.11/Link31/0.08/ Link33/0.14/ Link34/0.17/Link36/0.05/ Link37/0.06/ Link42.1.1/0.07/Link38.1/0.00/ Link46.1/9.68/ Link45.1/0.00/Link39.1/0.00/ Link41/0.17/ Link48/0.01/227.1/0.33/ 231.1/0.91/ Page111 Coupland_Prop5yr_NoImpact.out 235.1/0.36/239.1/1.25/ 243.1/0.15/ 247.1/1.16/251.1/0.00/ 255.1/0.00/ 324.1/0.02/Restrictor.1/0.01/ Conduit/FinalVolume Link14/1.95/Link16/0.08/ Link18/18.98/ Link20/17.41/Link22/16.01/ Link24/4.64/ Link26/4.08/Link31/15.80/ Link33/27.59/ Link34/8.20/Link36/23.56/ Link37/44.96/ Link42.1.1/1.50/Link38.1/0.01/ Link46.1/484.04/ Link45.1/0.00/Link39.1/0.00/ Link41/22.26/ Link48/0.21/227.1/10.93/ 231.1/34.35/ 235.1/11.98/239.1/41.66/ 243.1/5.05/ 247.1/27.84/251.1/0.19/ 255.1/0.25/ 324.1/0.66/Restrictor.1/36.45/ Conduit/HydraulicRadius Link14/0.01/Link16/0.00/ Link18/0.02/ Link20/0.05/Link22/0.03/ Link24/0.01/ Link26/0.03/Link31/0.00/ Link33/0.01/ Link34/0.04/Link36/0.00/ Link37/0.01/ Link42.1.1/0.01/Link38.1/0.00/ Link46.1/0.88/ Link45.1/0.01/Link39.1/0.01/ Link41/0.04/ Link48/0.00/227.1/0.19/ 231.1/0.36/ 235.1/0.20/239.1/0.43/ 243.1/0.11/ 247.1/0.41/251.1/0.01/ 255.1/0.01/ 324.1/0.02/Restrictor.1/0.02/ Page112 Coupland_Prop5yr_NoImpact.out Conduit/Upstream/DownstreamElevation Link14/23.00/21.80Link16/21.80/20.75 Link18/20.75/20.21/ Link20/20.21/20.21Link22/20.20/20.21 Link24/20.20/19.81/ Link26/18.86/18.80Link31/11.49/11.49 Link33/11.49/11.46/ Link34/23.00/23.04Link36/11.46/9.03 Link37/9.03/8.47/ Link42.1.1/8.47/8.46Link38.1/12.54/12.54 Link46.1/14.92/14.92/ Link45.1/14.99/14.92Link39.1/16.32/15.99 Link41/23.15/23.04/ Link48/11.49/11.49227.1/23.00/23.00 231.1/21.80/21.80/ 235.1/20.75/20.75239.1/20.21/20.21 243.1/20.21/20.21/ 247.1/20.20/20.20251.1/19.81/19.54 255.1/18.80/16.27/ 324.1/12.52/12.49Restrictor.1/12.54/12.52 *=========================================================* |TableE7IterationSummary| *=========================================================* Totalnumberoftimestepssimulated............960 Totalnumberofpassesinthesimulation........179092 Totalnumberoftimestepsduringsimulation....71626 Ratioofactual#oftimesteps/NTCYC.........74.610 Averagenumberofiterationspertimestep......2.500 Averagetimestepsize(seconds)................2.413 Smallesttimestepsize(seconds)................1.053 Largesttimestepsize(seconds)................180.000 AverageminimumConduitCouranttimestep(sec).4.202 Averageminimumimplicittimestep(sec)........2.414 Averageminimumjunctiontimestep(sec)........2.414 AverageCourantFactorTf.......................2.414 Numberoftimesomegareduced...................0 *=========================================================* |TableE8JunctionTimeStepLimitationSummary| *=========================================================* |NotConvr=Numberoftimesthisjunctiondidnot| |convergeduringthesimulation.| |AvgConvr=Averagejunctioniterations.| |Converr=Meanconvergenceerror.| Page113 Coupland_Prop5yr_NoImpact.out |OmegaCng=Changeofomegaduringiterations| |MaxItern=Maximumnumberofiterations| *=========================================================* JunctionNotConvrAvgConvrTotalIttOmegaCngMaxIternIttrn>10 Ittrn>25Ittrn>40 Node13652.491786460501778 775705 Node1401.22874270612 11 Node1501.2186619060 00 Node1601.28918870111 00 Node1701.511081570129 00 Node1801.561114300136 00 Node1901.6211578009477 32 Node2001.861330200894 21 Node2101.43102716080 00 Node2201.471053790131 00 Node2301.8213026001225 11 Node2401.821301300197 00 Node2501.30931190116 00 Node2601.54110017050 00 Node2711.279086905011 11 Node2802.44174896060 00 Node3102.651895130499122 118113 Node3301.71122263050 00 Node34642.351684610501711 710637 Node3502.611867380490131 127121 Node3601.71122522060 Page114 Coupland_Prop5yr_NoImpact.out 00 Node3733.72266588050122 2221 Node41161196.7914095511050167312 6704966883 Link42.1272.251612110501133 133133 Node23.1.1343.042180610501588 15192 Node19.1.1313.4024343605012126 326116 Node18.1.101.711226610211 00 Node34.1.101.29922980133 00 Node3901.1682831050 00 Node40403.08220264050196 9494 Totalnumberofiterationsforalljunctions..18142710 Minimumnumberofpossibleiterations.........2148780 Efficiencyofthesimulation..................8.44 PoorEfficiency Page115 Coupland_Prop5yr_NoImpact.out *==========================================================* |ExtranEfficiencyisanindicatoroftheefficiencyof| |thesimulation.Idealefficiencyisoneiterationper| |timestep.Alteringtheunderrelaxationparameter,| |loweringthetimestep,increasingtheflowandhead| |tolerancearegoodwaysofimprovingtheefficiency,| |anotherisloweringtheinternaltimestep.Thelowerthe| |efficiencygenerallythefasteryourmodelwillrun.| |Ifyourefficiencyislessthan1.5thenyoumaytry| |increasingyourtimestepsothatyouroverallsimulation| |isfaster.Idealefficiencywouldbearound2.0| || |GoodEfficiency<1.5meaniterations| |ExcellentEfficiency<2.5and>1.5meaniterations| |GoodEfficiency<4.0and>2.5meaniterations| |FairEfficiency<7.5and>4.0meaniterations| |PoorEfficiency>7.5meaniterations| *==========================================================* *======================================================* |TableE9JUNCTIONSUMMARYSTATISTICS| |TheMaximumareaisonlytheareaofthenode,it| |doesnotincludetheareaofthesurroundingconduits| *======================================================* UppermostMaximumTimeFeetof MaximumMaximumMaximumMaximum GroundPipeCrownJunctionofSurcharge FreeboardJunctionGutterGutterGutter JunctionElevationElevationElevationOccurenceatMaxof nodeAreaDepthWidthVelocity NamefeetfeetfeetHr.Min.Elevation feetft^2feetfeetft/s Node1340.0027.8623.7716240.00 16.2312.56600.000.000.00 Node1440.0027.8223.7616240.00 16.2412.56600.000.000.00 Node1540.0026.3223.2116340.00 16.7912.56600.000.000.00 Node1640.0026.6223.2116340.00 16.7912.56600.000.000.00 Node1740.0025.5123.2116340.00 16.7912.56600.000.000.00 Node1840.0025.5723.2116340.00 16.7912.56600.000.000.00 Page116 Coupland_Prop5yr_NoImpact.out Node1940.0024.5223.2016340.00 16.8012.56600.000.000.00 Node2040.0025.1723.0316350.00 16.9712.56600.000.000.00 Node2140.0024.7122.9916350.00 17.0112.56600.000.000.00 Node2240.0025.5022.8316370.00 17.1712.56600.000.000.00 Node2340.0025.5222.7316380.00 17.2712.56600.000.000.00 Node2440.0026.2822.6416380.00 17.3612.56600.000.000.00 Node2540.0025.9121.6216390.00 18.3812.56600.000.000.00 Node2640.0025.2420.4316420.00 19.5712.56600.000.000.00 Node2740.0024.6119.9916520.00 20.0112.56600.000.000.00 Node2840.0029.4419.1717140.00 20.8312.56600.000.000.00 Node3140.0027.8419.2017140.00 20.8012.56600.000.000.00 Node3340.0029.4319.1217140.00 20.8812.56600.000.000.00 Node3440.0027.1023.8216230.00 16.1812.56600.000.000.00 Node3540.0027.8219.2117140.00 20.7912.56600.000.000.00 Node3640.0028.0519.0617140.00 20.9412.56600.000.000.00 Node3740.0028.4018.9817150.00 21.0212.56600.000.000.00 Node4140.0028.4018.9817140.00 21.0212.56600.000.000.00 Link42.140.0017.5122.1116204.60 17.8912.56600.000.000.00 Node23.1.140.0018.4222.6116204.19 17.3912.56600.000.000.00 Node19.1.140.0018.4222.6616204.24 17.3412.56600.000.000.00 Node18.1.140.0018.4922.7316204.24 17.2712.56600.000.000.00 Node34.1.140.0018.8223.0616204.24 16.9412.56600.000.000.00 Node3940.0027.9724.2016200.00 15.8012.56600.000.000.00 Node4040.0019.2719.1717140.00 20.8312.56600.000.000.00 Page117 Coupland_Prop5yr_NoImpact.out *======================================================* |TableE10CONDUITSUMMARYSTATISTICS| |Note:Thepeakflowmaybelessthanthedesignflow| |andtheconduitmaystillsurchargebecauseofthe| |downstreamboundaryconditions.| || |*denotesanopenconduitthathasbeenovertopped| |thisisapotentialsourceofsevereerrors| *======================================================* ConduitMaximumMaximumTimeMaximum TimeRatioofMaximumWaterRatio DesignDesignVerticalComputedofComputed ofMax.toElevatPipeEndsd/D ConduitFlowVelocityDepthFlowOccurenceVelocity OccurenceDesignUpstreamDwnstrmUSDS Name(cfs)(ft/s)(in)(cfs)Hr.Min.(ft/s)Hr. Min.Flow(ft)(ft) Link14596.74837.626257.84004.665016242.2916 16140.007823.762623.21220.1580.355 Link16887.901911.347057.84004.495316261.7811 16110.005123.206923.21450.2920.524 Link18264.74153.383357.84005.077916380.2875 17400.019223.209923.20240.5100.727 Link20316.72763.692560.240026.435816281.0919 16130.083523.026222.99080.5730.658 Link2272.59770.564664.200025.740116340.8483 16190.354622.828722.73080.4970.482 Link24267.18702.367673.320025.549216381.9854 16370.095622.639121.62290.4040.298 Link261249.14610.084476.680025.531316393.6538 16320.020420.429919.99250.2470.277 Link3122103.960.7876196.3200633.317716562.3658 16180.028719.204419.16540.4720.470 Link3329068.210.9626215.6400666.013516532.8027 16210.022919.165419.11590.4280.426 Link34500.43806.395457.84004.715716210.7551 16180.009423.824223.77370.1630.310 Link36284979.09.2782215.6400659.12321722.5002 16180.002319.115919.06070.4260.559 Link3782357.802.9857228.3600654.299517111.5848 16320.007919.060718.97760.5280.553 Link42.1.111938.340.0000239.2800653.791317151.4715 17150.054818.977618.97570.5270.527 Link38.129.03123.017442.000027.500116222.8452 Page118 Coupland_Prop5yr_NoImpact.out 16220.947322.612822.11042.1982.314 Link46.13.18160.000042.000027.927016222.8534 16228.777822.656822.61304.1884.175 Link45.129.30113.045542.000026.568616223.3311 16110.906722.727522.65652.2112.210 Link39.114.76883.008730.000013.282616223.7562 16120.899423.060522.72742.6962.695 Link41325.15044.155357.84004.779816181.3638 16150.014724.196123.82420.2170.320 Link4846955.911.7426195.9600638.274816512.6821 16170.013619.213019.20440.4730.473 227.112.31122.508030.00003.158516121.8916 16120.256623.773723.76260.4130.425 231.111.60382.363930.00004.545116251.2463 16110.391723.212223.20690.8050.819 235.126.59945.418830.00005.290116261.0293 16260.198923.214523.20991.1061.160 239.132.61146.643530.000026.752716265.4338 16270.820323.202423.02621.3971.438 243.121.24734.328530.000026.126716305.1024 16311.229622.990822.82871.1361.119 247.154.305811.063130.000025.564816375.1761 16370.470822.730822.63911.1441.276 251.126.15195.327630.000025.537116396.7014 16390.976521.622921.26150.7290.689 255.195.046013.446336.000025.4726163810.6952 16230.268019.992519.16990.3980.967 324.156.16852.860660.000047.895616222.5197 16220.852719.169919.16541.3321.335 Restrictor.121.01330.537722.800128.051016229.7087 16221.334922.110419.16995.0533.510 W14UndefndUndefndUndefnd2.16371623 W15UndefndUndefndUndefnd0.000000 W17UndefndUndefndUndefnd0.000000 W20UndefndUndefndUndefnd0.000000 W21UndefndUndefndUndefnd0.000000 W24UndefndUndefndUndefnd0.000000 W25UndefndUndefndUndefnd0.000000 W27UndefndUndefndUndefnd0.000000 W42UndefndUndefndUndefnd0.000000 FREE#1UndefndUndefndUndefnd653.71681714 *==================================================* |TableE11.Areaassumptionsusedintheanalysis| |SubcriticalandCriticalflowassumptionsfrom| |SubroutineHead.SeeFigure171inthe| |manualforfurtherinformation.| Page119 Coupland_Prop5yr_NoImpact.out *==================================================* DurationDurationDurat.ofDurat.of ofofSubUpstreamDownstreamMaximum MaximumMaximum ConduitDryCriticalCriticalCriticalHydraulic XSectVel*D NameFlow(min)Flow(min)Flow(min)Flow(min)Radiusm Area(ft^2)(ft^2/s) Link14176.342689.130.0014.530.401 4.5672.453 Link16145.912734.090.000.000.713 11.5731.748 Link18107.702772.300.000.001.163 27.8150.771 Link2051.442828.560.000.001.394 32.8502.893 Link2278.772742.4458.790.001.302 30.7502.120 Link24136.091261.910.001482.001.089 10.2724.259 Link26138.332741.670.000.000.751 7.7875.952 Link3190.092789.910.000.004.523 354.34514.236 Link3390.562789.440.000.004.505 324.21516.350 Link34297.511461.901120.600.000.690 3.8960.850 Link3691.132788.880.000.004.621 410.75017.389 Link3791.132788.880.000.005.356 433.64516.048 Link42.1.192.442787.560.000.005.635 444.27215.473 Link38.1356.13716.170.001807.701.050 9.91319.459 Link46.19.002871.000.000.001.065 10.08335.984 Link45.19.002497.650.00373.351.065 10.08519.123 Link39.19.00400.670.002470.330.760 5.13416.602 Link4115.002865.000.000.000.517 4.8871.746 Link48131.562748.440.000.004.524 Page120 Coupland_Prop5yr_NoImpact.out 327.44515.868 227.1107.332772.680.000.000.549 1.9521.742 231.1124.472755.530.000.000.761 4.2662.167 235.156.562823.440.000.000.760 5.1312.861 239.125.502851.243.260.000.758 5.08019.039 243.171.602799.588.820.000.760 5.09614.318 247.1120.512759.490.000.000.756 5.02115.635 251.1138.330.000.002741.670.747 3.71811.875 255.1143.78346.760.002389.460.665 4.56915.706 324.1145.911373.780.001360.311.521 20.58413.221 Restrictor.1125.902754.100.000.000.578 2.97261.214 *===========================================* |TableE12.MeanConduitFlowInformation| *===========================================* MeanTotalMeanLowMean MeanMeanMean ConduitFlowFlowPercentFlowFroude HydraulicCrossConduit Name(cfs)(ft^3)ChangeWeightngNumber RadiusAreaRoughness Link140.23640778.7370.0000.9730.251 0.1020.2650.040 Link160.23640734.2330.0000.9790.332 0.1010.4010.040 Link180.27747864.8040.0000.9890.039 0.2471.8790.040 Link201.549267646.6190.0000.9970.046 0.4464.5060.040 Link221.549267707.5070.0000.9940.054 0.4014.7400.040 Link241.549267707.8560.0000.9810.202 0.3281.8800.040 Link261.550267793.7350.0000.9810.282 0.2261.0810.040 Link3197.13116784251.7700.0000.9920.125 Page121 Coupland_Prop5yr_NoImpact.out 1.74395.2490.032 Link3399.84917253888.4690.0000.9920.202 1.62781.3970.032 Link340.23640775.8870.0000.9470.039 0.3151.9170.040 Link3699.92917267700.3630.0000.9920.230 1.61884.8540.032 Link37100.11017299053.1280.0000.9920.092 2.206118.3800.032 Link42.1.1100.14117304288.2200.0000.9920.073 2.412133.1250.032 Link38.11.139196888.3320.0000.9350.336 0.3612.3680.013 Link46.11.146197978.6510.0001.0000.010 0.8729.6260.013 Link45.11.149198488.0880.0000.9790.346 0.3562.2830.013 Link39.10.592102225.2790.0000.9770.633 0.2240.9470.013 Link410.23740887.8420.0001.0000.098 0.1480.5640.040 Link4897.12416783012.7840.0000.9820.150 1.68183.9520.032 227.10.21436932.4740.0000.9890.069 0.2710.6310.015 231.10.23640762.9570.0000.9850.033 0.4291.3200.015 235.10.27747828.9390.0000.9970.025 0.4281.5070.013 239.11.549267659.2030.0001.0000.066 0.6313.0120.015 243.11.549267700.5770.0000.9950.110 0.4511.7450.015 247.11.550267785.7850.0000.9860.076 0.6062.7770.013 251.11.550267790.9360.0000.9810.819 0.2100.5680.015 255.11.549267696.5320.0000.9791.765 0.1570.4290.013 324.12.697465977.5520.0000.9790.299 0.6726.8370.013 Restrictor.11.147198138.7080.0000.9840.142 0.3361.5110.003 W140.0223842.033 W150.0000.000 W170.0000.000 W200.0000.000 W210.0000.000 Page122 Coupland_Prop5yr_NoImpact.out W240.0000.000 W250.0000.000 W270.0000.000 W420.0000.000 FREE#1100.13217302852.589 *===============================================================* |TableE13.Channellosses(H),headwaterdepth(HW),tailwater| |depth(TW),criticalandnormaldepth(YcandYn).| |Usethissectionforculvertcomparisons| *===============================================================* ConduitMaximumHeadFrictionCriticalNormalHW TW NameFlowLossLossDepthDepthElevat Elevat Link144.6630.0000.7370.6860.76123.763 23.087MaxFlow Link164.4930.0000.0130.6760.63823.151 23.161MaxFlow Link185.0710.0000.0100.7121.06123.192 23.184MaxFlow Link2026.3760.0000.0461.2431.82023.001 22.963MaxFlow Link220.0010.0000.0060.0010.01420.203 20.212MaxFlow Link2425.5410.0000.7141.5222.73822.639 21.623MaxFlow Link2625.5290.0000.5401.3841.54620.426 19.940MaxFlow Link31633.2870.0000.0422.96210.43819.103 19.060MaxFlow Link33665.5130.0000.0543.48711.88019.060 19.006MaxFlow Link340.0000.0000.0000.0000.00023.000 23.040MaxFlow Link36659.0680.0000.1153.4704.21019.074 19.016MaxFlow Link37654.2450.0000.0904.1707.09619.059 18.975MaxFlow Link42.1.1653.6940.0000.0024.03810.51618.978 18.976MaxFlow Link38.125.7530.0000.7131.5622.56719.529 19.054MaxFlow Link46.124.2810.0000.0281.5143.50022.558 22.530MaxFlow Page123 Coupland_Prop5yr_NoImpact.out Link45.124.3030.0000.0471.5152.43422.606 22.559MaxFlow Link39.112.5290.0000.2331.1881.76922.850 22.603MaxFlow Link414.7650.0000.4340.6930.96624.193 23.805MaxFlow Link48635.8210.0000.0103.4127.53419.063 19.053MaxFlow 227.13.0970.0000.0300.5750.85423.663 23.633MaxFlow 231.14.5320.0000.0070.7011.08523.157 23.151MaxFlow 235.10.0020.0000.0000.0020.00220.751 20.751MaxFlow 239.10.0000.0000.0000.0000.00020.212 20.212MaxFlow 243.10.0010.0000.0000.0010.00120.212 20.212MaxFlow 247.10.0010.0000.0000.0010.00120.203 20.203MaxFlow 251.125.5360.0000.3241.7211.99821.623 21.261MaxFlow 255.125.4700.0001.4261.6271.06019.940 18.514MaxFlow 324.146.8290.0000.0121.9123.49017.297 17.288MaxFlow Restrictor.125.9510.0002.8131.7581.90019.054 17.297MaxFlow *==========================================================* |TableE13a.CULVERTANALYSISCLASSIFICATION,| |andthetimetheculvertwasinaparticular| |classificationduringthesimulation.Thetimeis| |inminutes.TheDynamicWaveEquationisusedfor| |allconduitanalysisbuttheculvertflowclassification| |conditionisbasedontheHWandTWdepths.| *==========================================================* MildMildSteepMildMild SlopeSlopeTWSlopeTWSlugFlowSlopeSlope CriticalDControlInsignfOutlet/TW>DTW<=D ConduitOutletOutletEntranceEntranceOutletOutlet OutletInletInlet NameControlControlControlControlControlControl ControlControlConfiguration Page124 Coupland_Prop5yr_NoImpact.out Link146.0002709.000165.0000.0000.0000.000 0.0000.000None Link160.0002328.000363.00096.0000.0000.000 93.0000.000None Link180.0002775.000105.0000.0000.0000.000 0.0000.000None Link200.0002829.00051.0000.0000.0000.000 0.0000.000None Link220.0002802.00078.0000.0000.0000.000 0.0000.000None Link24801.0001944.000135.0000.0000.0000.000 0.0000.000None Link260.0002742.000138.0000.0000.0000.000 0.0000.000None Link310.0002790.00090.0000.0000.0000.000 0.0000.000None Link330.0002790.00090.0000.0000.0000.000 0.0000.000None Link340.0002589.000105.000186.0000.0000.000 0.0000.000None Link360.0002790.00090.0000.0000.0000.000 0.0000.000None Link370.0002790.00090.0000.0000.0000.000 0.0000.000None Link42.1.10.0002790.0000.00090.0000.0000.000 0.0000.000None Link38.1816.0001452.000357.0000.000255.0000.000 0.0000.000None Link46.16.000102.0000.0009.0002763.0000.000 0.0000.000None Link45.133.0002583.00099.0000.000165.0000.000 0.0000.000None Link39.1930.0001680.000111.0000.000159.0000.000 0.0000.000None Link413.0002862.00015.0000.0000.0000.000 0.0000.000None Link480.0002748.000132.0000.0000.0000.000 0.0000.000None 227.13.0002772.000105.0000.0000.0000.000 0.0000.000None 231.10.0002757.000123.0000.0000.0000.000 0.0000.000None 235.10.0002763.00054.00027.0000.00036.000 0.0000.000None 239.10.0000.00024.0002757.0000.00099.000 0.0000.000None 243.10.0002754.00069.0000.00057.0000.000 0.0000.000None Page125 Coupland_Prop5yr_NoImpact.out 247.10.0000.000120.0002706.0000.00054.000 0.0000.000None 251.11212.0001530.000138.0000.0000.0000.000 0.0000.000None 255.10.0000.0002793.0000.0000.0000.000 87.0000.000None 324.1777.0001713.000144.0000.000246.0000.000 0.0000.000None Restrictor.19.0002073.000123.0000.000675.0000.000 0.0000.000None *=====================================* |KinematicWaveApproximations| |TimeinMinutesforEachCondition| *=====================================* ConduitDurationofSlopeSuperRoll NameNormalFlowCriteriaCriticalWaves Link142738.512738.560.000.00 Link162646.062734.090.000.00 Link181483.772772.300.000.00 Link2016.192824.110.220.00 Link220.000.000.000.00 Link240.000.000.050.00 Link261152.642739.550.160.00 Link310.2284.800.000.00 Link330.000.000.000.00 Link340.000.000.000.00 Link361419.502786.440.000.00 Link3725.582570.850.000.00 Link42.1.12.092.090.000.00 Link38.194.78684.80227.860.00 Link46.10.23802.630.000.00 Link45.1398.162443.03261.560.00 Link39.10.03384.1814.000.00 Link412317.602851.2418.350.00 Link481.75538.720.000.00 227.10.002587.470.740.00 231.10.002750.130.000.00 235.10.00256.320.000.00 239.10.000.000.000.00 243.10.000.000.000.00 247.10.000.290.000.00 251.10.000.000.330.00 255.1200.70346.342736.220.00 324.10.081239.941.690.00 Restrictor.10.37542.490.000.00 Page126 Coupland_Prop5yr_NoImpact.out *========================================================* |TableE14NaturalChannelOverbankFlowInformation| *========================================================* <MaximumVelocity><MaximumFlow> <MaximumArea><Max.StorageVolume> ConduitLeftCenterRightLeftCenterRight LeftCenterRightLeftCenterRightMaximum NameVelocityVelocityVelocityFlowFlowFlow AreaAreaAreaAreaAreaAreaDepth Link140.0001.0280.0000.0004.6650.000 0.0004.5400.0000.000310.3550.0004.567 Link160.0000.3890.0000.0004.4950.000 0.00011.5440.0000.000263.7910.00011.573 Link180.0420.1870.0000.0335.0450.000 0.78827.0150.000191.6236568.0840.00027.027 Link200.1880.8210.0000.14826.2880.000 0.78832.0000.00092.6463760.3410.00032.013 Link220.0000.8380.0000.00025.7400.000 0.00030.7120.0000.0008673.1910.00030.750 Link240.0002.4920.0000.00025.5490.000 0.00010.2520.0000.0002871.8980.00010.272 Link260.0003.2980.0000.00025.5310.000 0.0007.7420.0000.000300.6990.0007.787 Link310.0001.7830.1830.000631.3042.014 0.000354.07511.0180.00070701.6232000.350354.345 Link330.0002.0260.3270.000656.3739.640 0.000323.89629.4820.00062401.8155675.831324.215 Link340.0001.2120.0000.0004.7160.000 0.0003.8920.0000.000191.7020.0003.896 Link360.0001.6060.0000.000659.1230.000 0.000410.4330.0000.000204982.3510.000410.750 Link370.0001.5100.0000.000654.2990.000 0.000433.2580.0000.000322968.0480.000433.645 Link42.1.10.0001.4720.0000.000653.7910.000 0.000444.0210.0000.0008884.8570.000444.272 Link410.0000.9820.0000.0004.7800.000 0.0004.8670.0000.000649.9710.0004.887 Link480.0001.9470.1700.000637.3200.955 0.000327.2705.6040.00012521.368214.393327.445 *========================================================* |TableE14aNaturalChannelEncroachmentInformation| *========================================================* Page127 Coupland_Prop5yr_NoImpact.out <ExistingConveyanceCondition>< EncroachmentConveyanceCondition><%Volume><EncroachmentData> ConduitLeftCentreRightTotalLeftRightLeft CentreRightTotalLeftRightReductionDepth NameBankChannelBankStationStationBank ChannelBankStationStationLeftRightIncr.Method Link140.0000119.060.0000119.0610.91918.1420.0000119.06 0.0000119.0610.91918.1420.00000.00000.0000None Link160.0000408.080.0000408.088.234819.9970.0000408.08 0.0000408.088.234819.9970.00000.00000.0000None Link188.39051269.20.00001277.60.000023.0478.39051269.2 0.00001277.60.000023.0470.00000.00000.0000None Link209.38341665.50.00001674.80.667423.3619.38341665.5 0.00001674.80.667423.3610.00000.00000.0000None Link220.00001344.40.00001344.48.913232.2530.00001344.4 0.00001344.48.913232.2530.00000.00000.0000None Link240.0000376.030.0000376.0315.56625.0830.0000376.03 0.0000376.0315.56625.0830.00000.00000.0000None Link260.0000244.750.0000244.7510.75520.0360.0000244.75 0.0000244.7510.75520.0360.00000.00000.0000None Link310.000044933.5143.3545076.94744.15178.00.000044933.5 143.3545076.94744.15178.00.00000.00000.0000None Link330.000040975.2601.8241577.03465.63736.30.000040975.2 601.8241577.03465.63736.30.00000.00000.0000None Link340.000096.9720.000096.97211.22117.9100.000096.972 0.000096.97211.22117.9100.00000.00000.0000None Page128 Coupland_Prop5yr_NoImpact.out Link360.000057115.90.000057115.93651.23727.90.000057115.9 0.000057115.93651.23727.90.00000.00000.0000None Link370.000062394.70.000062394.75001.15077.30.000062394.7 0.000062394.75001.15077.30.00000.00000.0000None Link42.1.10.000065295.60.000065295.64959.25034.40.000065295.6 0.000065295.64959.25034.40.00000.00000.0000None Link410.0000130.620.0000130.6210.77418.2540.0000130.62 0.0000130.6210.77418.2540.00000.00000.0000None Link480.000041578.162.28641640.44688.75156.00.000041578.1 62.28641640.44688.75156.00.00000.00000.0000None *==================================* |TableE14bFloodplainMapping| *==================================* ConduitUpstreamDownstreamChannelCenter<LeftOffsets ><RightOffsets><ChannelWidths> NameWSElev.WSElev.LengthStationNaturalEncroach BankNaturalEncroachBankTotalEncroach. Link1423.762623.212268.360015.00004.08114.0811 10.00003.14253.142510.00007.22367.2236 Link1623.206923.214522.850015.00006.76526.7652 10.00004.99744.997410.000011.762511.7625 Link1823.209923.2024243.130015.000015.000015.0000 10.00008.04688.046810.000023.046823.0468 Link2023.026222.9908117.510015.000014.332614.3326 10.00008.36078.360710.000022.693322.6933 Page129 Coupland_Prop5yr_NoImpact.out Link2222.730822.8287282.400025.000016.086816.0868 20.00007.25277.252710.000023.339523.3395 Link2422.639121.6229280.130020.00004.43374.4337 10.00005.08285.082810.00009.51649.5164 Link2620.429919.992538.840015.35004.59514.5951 9.72004.68574.685710.07009.28089.2808 Link3119.204419.1654199.68004765.970021.841521.8415 106.3600411.9837411.983769.3100433.8252433.8252 Link3319.165419.1159192.66003498.920033.318333.3183 70.7100237.3775237.377548.4200270.6958270.6958 Link3423.773723.824249.250015.00003.77893.7789 10.00002.90972.909710.00006.68866.6886 Link3619.115919.0607499.43003687.590036.381936.3819 94.860040.344140.344153.460076.726076.7260 Link3719.060718.9776745.44005037.420036.312336.3123 110.900039.838239.838278.440076.150576.1505 Link42.1.118.977618.975720.01004995.780036.552236.5522 118.310038.656438.656464.840075.208675.2086 Link4124.196123.8242133.550015.00004.22554.2255 10.00003.25363.253610.00007.47917.4791 Link4819.213019.204438.26004722.100033.443233.4432 66.5800433.8893433.889348.4200467.3325467.3325 *=========================================================* |TableE15SPREADSHEETINFOLIST| Page130 Coupland_Prop5yr_NoImpact.out |ConduitFlowandJunctionDepthInformationforusein| |spreadsheets.Themaximumvaluesinthistablearethe| |truemaximumvaluesbecausetheysampleeverytimestep.| |Thevaluesinthereviewresultsmayonlybethe| |maximumofasubsetofallthetimestepsintherun.| |Note:Theseflowsareonlytheflowsinasinglebarrel.| *=========================================================* ConduitMaximumTotalMaximumMaximum## JunctionInvertMaximum NameFlowFlowVelocityVolume## NameElevationElevation (cfs)(ft^3)(ft/s)(ft^3)## (ft)(ft) ## Link144.6650040778.737052.29163310.35500## Node1322.7400023.77367 Link164.4952640734.233221.78109263.79092## Node1422.7000023.76262 Link185.0778747864.804160.287546759.70648## Node1521.2000023.21216 Link2026.43581267646.618821.091933852.98766## Node1621.1600023.20692 Link2225.74006267707.506560.848328673.19118## Node1720.3100023.21450 Link2425.54916267707.855931.985392871.89807## Node1820.4500023.20986 Link2625.53125267793.735433.65376300.69852## Node1919.4300023.20239 Link31633.3176716784251.769742.3658172701.97289## Node2019.6300023.02618 Link33666.0135317253888.468622.8026968077.64578## Node2119.6900022.99083 Link344.7157240775.887320.75508191.70155## Node2219.8000022.82866 Link36659.1232417267700.362522.50023204982.35058## Node2319.4500022.73085 Link37654.2994717299053.127691.58477322968.04776## Node2419.8700022.63907 Link42.1.1653.7912717304288.220471.471518884.85676## Node2519.5700021.62290 Link38.127.50007196888.332362.8451510887.85157## Node2618.8500020.42991 Link46.127.92702197978.650852.85338502.71040## Node2718.2200019.99254 Link45.126.56863198488.087993.33114832.39550## Node2811.4700019.16540 Page131 Coupland_Prop5yr_NoImpact.out Link39.113.28259102225.278983.756161309.83935## Node3111.4800019.20439 Link414.7798240887.841981.36377649.97128## Node3311.4600019.11586 Link48638.2747916783012.783902.6821212735.76059## Node3422.2800023.82420 227.13.1585136932.474151.8916565.09728## Node3511.4900019.21299 231.14.5450740762.956841.24628160.04331## Node369.0200019.06068 235.15.2900847828.939351.02928171.30670## Node378.4600018.97760 239.126.75269267659.203165.43376171.19719## Node418.4600018.97569 243.126.12669267700.577135.10241172.83001## Link42.112.5100022.11044 247.125.56476267785.785135.17605123.07744## Node23.1.18.0000022.61299 251.125.53710267790.936396.70140178.61483## Node19.1.18.0000022.65650 255.125.47256267696.5322510.69522569.17534## Node18.1.114.9900022.72736 324.147.89559465977.551532.51967885.10300## Node34.1.116.3200023.06051 Restrictor.128.05099198138.708339.708758369.49070## Node3923.1500024.19614 W142.163703842.032680.000000.00000## Node4012.5000019.16991 W150.000000.000000.000000.00000## W170.000000.000000.000000.00000## W200.000000.000000.000000.00000## W210.000000.000000.000000.00000## W240.000000.000000.000000.00000## W250.000000.000000.000000.00000## W270.000000.000000.000000.00000## W420.000000.000000.000000.00000## FREE#1653.7168417302852.589420.000000.00000## *====================================================* |TableE15aSPREADSHEETREACHLIST| |PeakflowandTotalFlowlistedbyReachorthose| |conduitsordiversionshavingthesame| |upstreamanddownstreamnodes.| *====================================================* UpstreamDownstreamMaximumTotal NodeNodeFlowFlow (cfs)(ft^3) Page132 Coupland_Prop5yr_NoImpact.out Node14Node154.665040779. Node16Node174.495340734. Node18Node195.077947865. Node20Node2126.4362.67647E+05 Node23Node2225.7402.67708E+05 Node24Node2525.5492.67708E+05 Node26Node2725.5312.67794E+05 Node31Node28633.321.67843E+07 Node28Node33666.011.72539E+07 Node13Node344.715740776. Node33Node36659.121.72677E+07 Node36Node37654.301.72991E+07 Node37Node41653.791.73043E+07 Node23.1.1Link42.127.5001.96888E+05 Node19.1.1Node23.1.127.9271.97979E+05 Node18.1.1Node19.1.126.5691.98488E+05 Node34.1.1Node18.1.113.2831.02225E+05 Node39Node344.779840888. Node35Node31638.271.67830E+07 Node13Node143.158536932. Node15Node164.545140763. Node18Node175.290147829. Node20Node1926.7532.67659E+05 Node22Node2126.1272.67701E+05 Node24Node2325.5652.67786E+05 Node25Node2625.5372.67791E+05 Node27Node4025.4732.67697E+05 Node40Node2847.8964.65978E+05 Link42.1Node4028.0511.98139E+05 Node13Node142.16373842.0 ######################################################### #TableE16.NewConduitInformationSection# #ConduitInvert(IE)ElevationandConduit# #MaximumWaterSurface(WS)Elevations# ######################################################### ConduitNameUpstreamNodeDownstreamNodeIEUpIEDn WSUpWSDnConduitType Link14Node14Node1523.0021.50 23.7623.21Natural Link16Node16Node1721.8020.69 23.2123.21Natural Link18Node18Node1920.7519.70 23.2123.20Natural Page133 Coupland_Prop5yr_NoImpact.out Link20Node20Node2120.1519.69 23.0322.99Natural Link22Node23Node2220.1720.15 22.7322.83Natural Link24Node24Node2520.1719.80 22.6421.62Natural Link26Node26Node2718.8518.22 20.4319.99Natural Link31Node31Node2811.4811.47 19.2019.17Natural Link33Node28Node3311.4711.46 19.1719.12Natural Link34Node13Node3423.0422.28 23.7723.82Natural Link36Node33Node3611.469.020 19.1219.06Natural Link37Node36Node379.0208.460 19.0618.98Natural Link42.1.1Node37Node418.4608.460 18.9818.98Natural Link38.1Node23.1.1Link42.114.9214.01 22.6122.11Circular Link46.1Node19.1.1Node23.1.18.0008.000 22.6622.61Circular Link45.1Node18.1.1Node19.1.114.9914.92 22.7322.66Circular Link39.1Node34.1.1Node18.1.116.3215.99 23.0622.73Circular Link41Node39Node3423.1522.28 24.2023.82Natural Link48Node35Node3111.4911.48 19.2119.20Natural 227.1Node13Node1422.7422.70 23.7723.76Circular 231.1Node15Node1621.2021.16 23.2123.21Circular 235.1Node18Node1720.4520.31 23.2123.21Circular 239.1Node20Node1919.7119.43 23.0323.20Circular 243.1Node22Node2120.1520.03 22.8322.99Circular 247.1Node24Node2319.8719.45 22.6422.73Circular 251.1Node25Node2619.8019.54 21.6221.26Circular 255.1Node27Node4018.8016.27 19.9919.17Circular Page134 Coupland_Prop5yr_NoImpact.out 324.1Node40Node2812.5112.49 19.1719.17Circular Restrictor.1Link42.1Node4012.5112.50 22.1119.17CircOrif *=============================================================================* |TableE18JunctionContinuityError.DivisionbyVolumeadded11/96| || |ContinuityError=NetFlow+BeginningVolumeEndingVolume| || |TotalFlow+(BeginningVolume+EndingVolume)/2| || |NetFlow=NodeInflowNodeOutflow| |TotalFlow=absolute(Inflow+Outflow)| |Intermediatecolumnisajudgementonthenodecontinuityerror.| || |Excellent<1percentGreat1to2percentGood2to5percent| |Fair5to10percentPoor10to25percentBad25to50percent| |Terrible>50percent| *=============================================================================* Junction<ContinuityError>RemainingBeginning NetFlowTotalFlowFailedto NameVolume%ofNode%ofInflowVolumeVolume ThruNodeThruNodeConverge Node1324.93550.03060.000122.04110.0000 2.894481550.394165 Node1421.15960.02590.000112.10300.0000 9.056581553.24390 Node1516.28580.02000.000128.63850.0000 12.352781541.69390 Node163.43660.00420.000026.00750.0000 22.570981497.19010 Node1711.09070.01160.000113.23890.0000 2.148295667.85790 Node1885.96120.08980.000543.52060.0000 Page135 Coupland_Prop5yr_NoImpact.out 42.440595693.74350 Node19225.73320.04220.001358.51620.0000 167.2171535183.22790 Node2072.97210.01360.000449.85770.0000 23.1144535305.82200 Node21107.88270.02020.000634.19000.0000 73.6927535347.19600 Node2228.74270.00540.000213.12610.0000 15.6166535408.08370 Node23120.51320.02250.000725.15680.0000 95.3564535493.29170 Node2440.70400.00760.000214.90810.0000 55.6121535493.64110 Node2596.82340.01810.00064.41240.0000 92.4110535498.79230 Node2617.51920.00330.00017.15740.0000 10.3618535584.67180 Node2774.39580.01390.000414.35990.0000 88.7558535490.26771 Node284281.55080.01240.024821.17480.0000 4260.376034504117.790 Node312919.46310.00870.016912.45440.0000 2907.008733567264.550 Node3314775.22110.04280.085726.87970.0000 Page136 Coupland_Prop5yr_NoImpact.out 14748.341434521588.830 Node3449.11260.06010.000360.65150.0000 109.764181663.729364 Node35593.29610.00180.00340.35810.0000 592.938033566261.090 Node3632095.93420.09290.186142.38540.0000 32053.548734566753.490 Node376446.00910.01860.037424.76990.0000 6421.239234603341.353 Node4172.11230.00020.00040.41280.0000 71.699634607140.81161 Link42.11258.08320.31850.007317.57840.0000 1240.5049395027.040727 Node23.1.1609.12480.15420.0035328.92670.0000 938.0515394866.983234 Node19.1.126.39540.00670.0002328.92240.0000 355.3178396466.738831 Node18.1.1286.56610.07220.00170.00180.0000 286.5643396712.65140 Node34.1.1268.90740.13130.00160.00150.0000 268.9089204726.34010 Node3962.91800.07690.000437.39910.0000 25.518981751.20790 Node40248.33840.02670.001417.76420.0000 Page137 Coupland_Prop5yr_NoImpact.out 230.5742931812.792140 Thetotalcontinuityerrorwas62804.cubicfeet Theremainingtotalvolumewas1286.9cubicfeet YourmeannodecontinuityerrorwasExcellent YourworstnodecontinuityerrorwasExcellent *===================================================* |TableE19JunctionInflow&OutflowListing| |Unitsareeitherft^3orm^3| |dependingontheunitsinyourmodel.| *===================================================* ConstantUserInterfaceDWF InflowRNFLayerInflow JunctionInflowInflowInflowInlow throughInflowfromOutflowEvaporationBasin NametoNodetoNodetoNodetoNode OutfalltoNode2DLayerfromNodefromNodeInfil. Node170.00000.00000.00000.0000 0.00007104.02330.00000.00000.00000.00 Node190.00000.00000.00000.0000 0.0000219642.89660.00000.00000.00000.00 Node350.000016.7832E+060.00000.0000 0.00000.00000.00000.00000.00000.00 Node410.00000.00000.00000.0000 0.00000.00000.000017.3029E+060.00000.00 Node18.1.10.00000.00000.00000.0000 0.000095990.85990.00000.00000.00000.00 Node34.1.10.00000.00000.00000.0000 0.0000102492.08050.00000.00000.00000.00 Node390.00000.00000.00000.0000 0.000040860.08650.00000.00000.00000.00 Page138 Coupland_Prop5yr_NoImpact.out *=====================================================* |TableE20JunctionFloodingandVolumeListing.| |Themaximumvolumeisthetotalvolume| |inthenodeincludingthevolumeinthe| |floodedstoragearea.Thisisthemax| |volumeatanytime.Thevolumeinthe| |floodedstorageareaisthetotalvolume| |abovethegroundelevation,wherethe| |floodedpondstorageareastarts.| |Thefourthcolumnisinstantaneous,thefifthisthe| |sumofthefloodedvolumeovertheentiresimulation| |Unitsareeitherft^3orm^3dependingontheunits.| *=====================================================* OutofPassedto 2Dcell 1DSystemOR VolumeStored JunctionSurchargedFlooded(FloodedMaximumin allowedFlood NameTime(min)Time(min)Volume)VolumePondof 1DSystem Node130.0000.0000.00013.00.000 Node140.0000.0000.00013.40.000 Node150.0000.0000.00025.30.000 Node160.0000.0000.00025.70.000 Node170.0000.0000.00036.50.000 Node180.0000.0000.00034.70.000 Node190.0000.0000.00047.40.000 Node200.0000.0000.00042.70.000 Node210.0000.0000.00041.50.000 Node220.0000.0000.00038.10.000 Node230.0000.0000.00041.20.000 Node240.0000.0000.00034.80.000 Node250.0000.0000.00025.80.000 Node260.0000.0000.00019.90.000 Node270.0000.0000.00022.30.000 Node280.0000.0000.00096.70.000 Node310.0000.0000.00097.10.000 Node330.0000.0000.00096.20.000 Node340.0000.0000.00019.40.000 Node350.0000.0000.00097.00.000 Node360.0000.0000.000126.0.000 Page139 Coupland_Prop5yr_NoImpact.out Node370.0000.0000.000132.0.000 Node410.0000.0000.000132.0.000 Link42.1255.0.0000.000121.0.000 Node23.1.1164.0.0000.000184.0.000 Node19.1.1164.0.0000.000184.0.000 Node18.1.1157.0.0000.00097.20.000 Node34.1.1124.0.0000.00084.70.000 Node390.0000.0000.00013.10.000 Node400.0000.0000.00083.80.000 *==================================* |SimulationSpecificInformation| *==================================* NumberofInputConduits..........28NumberofSimulatedConduits...... 39 NumberofNaturalChannels........15NumberofJunctions............... 30 NumberofStorageJunctions.......0NumberofWeirs................... 9 NumberofOrifices................1NumberofPumps................... 0 NumberofFreeOutfalls...........1NumberofTideGateOutfalls...... 0 *=========================================================* |Average%ChangeinJunctionorConduitisdefinedas:| |Conduit%Change==>100.0(Q(n+1)Q(n))/Qfull| |Junction%Change==>100.0(Y(n+1)Y(n))/Yfull| *=========================================================* TheConduitwiththelargestaveragechangewas..Link42.1.1with 0.000percent TheJunctionwiththelargestaveragechangewas.Node23.1.1with 0.077percent TheConduitwiththelargestsinuositywas.......Link46.1with 141.950 *===================================================================* |TableE21.Continuitybalanceattheendofthesimulation| |JunctionInflow,OutfloworStreetFlooding| |Error=Inflow+InitialVolumeOutflowFinalVolume| *===================================================================* InflowInflowAverage JunctionVolume,ft^3Inflow,cfs Page140 Coupland_Prop5yr_NoImpact.out Node177104.68530.0411 Node19219659.22061.2712 Node3516783248.302997.1253 Node18.1.195999.28440.5556 Node34.1.1102501.06110.5932 Node3940863.36590.2365 Node4117302852.5894100.1322 OutflowOutflowAverage JunctionVolume,ft^3Outflow,cfs Node4117302852.5894100.1322 *=====================================================* |Initialsystemvolume=0.0000CuFt| |Totalsysteminflowvolume=17.249297E+06CuFt| |Inflow+Initialvolume=17.249297E+06CuFt| *=====================================================* |Totalsystemoutflow=17.302853E+06CuFt| |Volumeleft(Finalvolume)=1286.9151CuFt| |Evaporation=0.0000CuFt| |BasinInfiltration=0.0000CuFt| Page141 Coupland_Prop5yr_NoImpact.out |Outflow+FinalVolume=17.304140E+06CuFt| *=====================================================* *===============================================* |TotalModelContinuityError| |ErrorinContinuity,Percent=0.3179| |ErrorinContinuity,ft^3=54842.384| |+Errormeansacontinuityloss,again| *===============================================* ################################################### #TableE22.NumericalModeljudgementsection# ################################################### Overallerrorwas(minimumofTableE18&E21)0.3179percent WorstnodalerrorwasinnodeNode36with0.0929percent Ofthetotalinflowthislosswas0.1861percent YouroverallcontinuityerrorwasExcellent Page142 Coupland_Prop5yr_NoImpact.out PoorEfficiency Efficiencyofthesimulation8.44 MostNumberofNonConvergencesatoneNode161. TotalNumberNonConvergencesatallNodes426. TotalNumberofNodeswithNonConvergences9. ######################################################### #TableE23.NewBasinDesignInformation# #MaximumHydraulicGradeLine,# #OutConduitSizesandMaximumFlow# ######################################################### A)Resized/sPipesbasedongivenHGL B)ResizeBasinbasedongivenHGL Page143 Coupland_Prop5yr_NoImpact.out C)Resized/sPipesandBasinbasedonHGLandmaxdischarge D)Resized/spipesbasedongivenmaxdischarge BasinNameTypeMax.HGLConduitDepthWidth BarrelsMax.Flow (ft)(ft)(ft) (ft^3/s) ===>Hydraulicmodelsimulationendednormally. ===>XPSWMMSimulationendednormally. ===>Yourinputfilewasnamed:D:\\cfa\\2016\\12024.Coupland_Paving_and Drainage\\ENG\\H&H\\SWMM\\Coupland_Prop5yr_NoImpact.DAT ===>Youroutputfilewasnamed:D:\\cfa\\2016\\12024.Coupland_Paving_and Drainage\\ENG\\H&H\\SWMM\\Coupland_Prop5yr_NoImpact.out *==============================================================* |SWMMSimulationDateandTimeSummary| *==============================================================* |StartingDate...July17,2017Time...16:31:45.646| |EndingDate...July17,2017Time...16:32:13.128| |ElapsedTime...0.44948minutesor26.96875seconds| *==============================================================* Page144 Coupland_Prop10yr_NoImpact.out CurrentDirectory:C:\\PROGRA~2\\XPSOLU~1\\XPSTOR~1.1 EngineName:C:\\PROGRA~2\\XPSOLU~1\\XPSTOR~1.1\\SWMMEN~2.EXE InputFile:nd_Paving_andDrainage\\ENG\\H&H\\SWMM\\Coupland_Prop10yr_NoImpact.XP *===============================================* |xpswmm| |StormandWastewaterManagementModel| |DevelopedbyXPSolutionsInc.| |===============================================| || |LastUpdate:October,2015| |InterfaceVersion:2016| |EngineVersion:12.0| |DataFileVersion:12.62| || || *===============================================* EngineName:C:\\PROGRA~2\\XPSOLU~1\\XPSTOR~1.1\\SWMMEN~2.EXE *====================================================* |InputandOutputfilenamesbyLayer| *====================================================* InputFiletoLayer#1JOT.US OutputFiletoLayer#1JOT.US InputFiletoLayer#2JOT.US OutputFiletoLayer#2JOT.US Page1 Coupland_Prop10yr_NoImpact.out *===========================================================* |ConfigurationParameters| |ConfigurationParameters,boththosethatarehardwired| |andthoseaddedtothesimulationarelistedbelow.| |ConfigurationParametersthatstartwitha$aresetin| |theengineasdefaults.TheremaininginUPPERCASE| |havebeenaddedtothesimulationintheConfiguration>| |ConfigurationParametersdialogorasEngineDefaultsin| |theSWMXP.INIfile.| || |ConsulttheHelpFileforthespecificmeaning/purpose| |ofanyparticularparameter.| || |Note:| |Thesecondcolumndenotesthevalueoftheparameter.| *===========================================================* $powerstation0.000012 $perv0.000004 $oldegg0.000007 $as0.0000011 $noflat0.0000021 $oldomega0.0000024 $oldvol0.0000128 $implicit0.0000129 $oldhot0.0000131 $oldscs0.0000033 $flood0.0000140 $nokeys0.0000042 $pzero0.0000055 $oldvol20.0000259 $storage20.0000362 $oldhot10.0000163 $pumpwt0.0000170 $ecloss0.0000177 $exout0.0000097 $spatial=0.900.90005124 $djref=1.00.10003143 $weirlen=5050.00001153 $oldbnd0.00001154 $nogrelev0.00001161 $ncmid0.00000164 $new_nl_970.00002290 SCSIADEPTH=ON0.00001293 $best970.00001294 Page2 Coupland_Prop10yr_NoImpact.out $newbound0.00001295 $q_tol=0.010.00011316 $new_storage0.00001322 $old_iteration0.00001333 MINLEN=1010.00001346 $review_elevation0.00001383 $use_half_volume0.00001385 VERT_WALLS=ON0.00001389 $min_ts=1.01.00001407 $design_restart=on0.00001412 $zero_value=1.e050.00001415 SUBCATCHMENT_RES=ON0.00001419 $relax_depth=on0.00001427 $saveallpts=on0.00001434 $channel_geometry=10.00001456 *====================================================* |Allobjectnamesarelessthan20characters.| |Nonamesubstitutionsrequired!| *====================================================* *==========================================================* |ParameterValuesontheTapesCommonBlock.Thesearethe| |valuesreadfromthedatafileanddynamicallyallocated| |bythemodelforthissimulation.| *==========================================================* NumberofSubcatchmentsintheRunoffBlock(NW)....5 NumberofChannel/PipesintheRunoffBlock(NG)....0 RunoffWaterqualityconstituents(NRQ).............0 RunoffLandUsesperSubcatchment(NLU).............0 NumberofElementsintheTransportBlock(NET).....0 NumberofStorageJunctionsinTransport(NTSE).....0 NumberofInputHydrographsinTransport(NTH)......0 NumberofElementsintheExtranBlock(NEE)........39 NumberofGroundwaterSubcatchmentsinRunoff(NGW).0 NumberofInterfacelocationsforallBlocks(NIE)..39 NumberofPumpsinExtran(NEP).....................0 NumberofOrificesinExtran(NEO)..................1 NumberofTideGates/FreeOutfallsinExtran(NTG)..1 NumberofExtranWeirs(NEW)........................9 Numberofscshydrographpoints.....................3457 NumberofExtranprintoutlocations(NPO)...........0 NumberofTideelementsinExtran(NTE).............1 NumberofNaturalchannels(NNC)....................15 NumberofStoragejunctionsinExtran(NVSE)........0 NumberofTimehistorydatapointsinExtran(NTVAL).0 Page3 Coupland_Prop10yr_NoImpact.out NumberofVariablestorageelementsinExtran(NVST)0 NumberofInputHydrographsinExtran(NEH).........1 NumberofParticlesizesinTransportBlock(NPS)...0 NumberofUserdefinedconduits(NHW)...............5 NumberofConnectingconduitsinExtran(NECC)......20 NumberofUpstreamelementsinTransport(NTCC).....10 NumberofStorage/treatmentplants(NSTU)...........1 NumberofValuesforR1linesinTransport(NR1)....0 NumberofNodestobeallowedfor(NNOD)............39 NumberofPlugsinaStorageTreatmentUnit.........1 ####################################################### #EntrymadetotheRunoffLayer(Block)ofSWMM# #LastUpdatedJune,2014byXPSolutions# *==========================================================* |RUNOFFTABLESINTHEOUTPUTFILE.| |Thesearethemoreimportanttablesintheoutputfile.| |Youcanuseyoureditortofindthetablenumbers,| |forexample:searchforTableR3tocheckcontinuity.| |ThisoutputfilecanbeimportedintoaWordProcessor| |andprintedonUSletterorA4paperusingportrait| |mode,courierfont,asizeof8pt.andmarginsof0.75| || |TableR1PhysicalHydrologyData| |TableR2Infiltrationdata| |TableR3RaingageandInfiltrationDatabaseNames| |TableR4GroundwaterData| |TableR5ContinuityCheckforSurfaceWater| |TableR6ContinuityCheckforChannels/Pipes| |TableR7ContinuityCheckforSubsurfaceWater| |TableR8Infiltration/InflowContinuityCheck| |TableR9SummaryStatisticsforSubcatchments| |TableR10SensitivityanlysisforSubcatchments| *==========================================================* A1 ########################################### #RUNOFFJOBCONTROL# ########################################### SnowmeltparameterISNOW.......................0 NumberofraingagesNRGAG.....................1 QualityisnotsimulatedKWALTY................0 Page4 Coupland_Prop10yr_NoImpact.out DefaultevaporationrateusedIVAP.............0 HourofdayatstartofstormNHR..............0 MinuteofhouratstartofstormNMN...........0 TimeTZEROatstartofstorm(hours).............0.000 UseU.S.CustomaryunitsformostI/OMETRIC...0 Runoffinputprintcontrol...0 Runoffgraphplotcontrol....0 Runoffoutputprintcontrol..0 Limitnumberofgroundwaterconvergencemessagesto10000 Printheadersevery50linesNOHEAD(0=yes,1=no)0 PrintlanduseloadpercentagesLANDUPR(0=no,1=yes)0 Month,day,yearofstartofstormis:1/1/2016 Wettimesteplength(seconds).......60.0 Drytimesteplength(seconds).......86400.0 Wet/Drytimesteplength(seconds)...60.0 Simulationlengthis......48.0Hours IfHortoninfiltrationmodelisbeingused Amixtureofinfiltrationoptionsmaybeusedin XPSWMMasawatershedspecificoption. Rateforregenerationofinfiltration=REGEN*DECAY Decayisreadinforeachsubcatchment REGEN=.............................................0.01000 Raingage#................................1 KTYPERainfallinputtype..............0 NHISTOTotalnumberofrainfallvalues..898 KINCRainfallvalues(pairs)perline..10 KPRINTPrintrainfall(0Yes,1No).......0 KTIMEPrecipitationtimeunits 0>Minutes1>Hours................0 KPREPPrecipitationunittype 0>Intensity1>Volume.............1 KTHISVariablerainfallintervals 0>No,>=1>Yes....................0 THISTORainfalltimeinterval...........5.00 TZRAINStartingtime(KTIMEunits).......0.00 ###################################### #RainfallinputsummaryfromRunoff# ###################################### Totalrainfallforgage#1is7.7600inches Page5 Coupland_Prop10yr_NoImpact.out ############################# #DataGroupF1# #EvaporationRate(in/day)# ############################# JAN.FEB.MAR.APR.MAYJUN.JUL.AUG.SEP.OCT.NOVDEC. 0.1000.1000.1000.1000.1000.1000.1000.1000.1000.1000.1000.100 ################################################### #TableR1.SUBCATCHMENTDATA# #PhysicalHydrologyData# ################################################### DeprsDeprsPrcnt Per sionsionZero SubcatchmentChannelWidthAreacentSlope "n""n"StorgeStrgeDeten NumberNameorinlet(ft)(ac)Impervft/ft ImprvPervImprvPervtion ========================================================================= ========================= 1Node34.1.1#1Node34.1.144.3005.200067.000.002 0.0140.0300.0000.00025.00 2Node18.1.1#1Node18.1.141.6004.870067.000.002 0.0140.0300.0000.00025.00 3Node39#1Node3916.0002.270050.000.002 0.0140.0300.0000.00025.00 4Node17#1Node173.4000.3600067.000.002 0.0140.0300.0000.00025.00 5Node19#1Node1976.50012.24050.000.002 0.0140.0300.0000.00025.00 ################################################################################### #################### #TableR2.SUBCATCHMENTDATA # #InfiltrationorTimeofConcentrationData # # # #InfiltrationTypeInfl#1(#5)Infl#2(#6)Infl#3(#7) Infl#4(#8)# #SCS>CompCNTimeConcShapeFactor Page6 Coupland_Prop10yr_NoImpact.out DepthorFraction# #SBUH>CompCNTimeConcN/A N/A# #GreenAmpt>SuctionHydrCondInitialMD N/A# #Horton>MaxRateMinRateDecayRate(1/sec) Max.Infilt.Volume# #Proportional>ConstantN/AN/A N/A# #Initial/ContLoss>InitialContinuingN/A N/A# #Initial/Proportional>InitialConstantN/A N/A# #LaurensonParameters>BValuePervious"n"ImperviousCont Exponent# #RationalFormula>TcMethodFlowPathLengthFlowPathSlope RoughnessorRetardance# #(#1#4isImperviousData/#5#8isPervious Data)# #RationalFormulaTcMethod:1=Constant # #2=Friend'sEquation # #3=KinematicWave # #4=AlamedaMethod # #5=Izzard'sFormula # #6=Kerby'sEquation # #7=Kirpich'sEquation # #8=BransbyWilliamsEquation # #9=FederalAviationAuthority Equation# ################################################################################### #################### SubcatchmentInflInflInflInflInfl InflInflInfl NumberName#1#2#3#4#5# 6#7#8 ===================================================================== =========================== 1Node34.1.1#112.4500.0240.385 2Node18.1.1#112.4500.0240.385 Page7 Coupland_Prop10yr_NoImpact.out 3Node39#112.4500.0240.385 4Node17#112.4500.0240.385 5Node19#112.4500.0240.385 ############################################################ #TableR3.SUBCATCHMENTDATA# #RainfallandInfiltrationDatabaseNames# ############################################################ SubcatchmentGageInfiltrationRouting NumberNameNoTypeType ================================================================= 1Node34.1.1#11GreenAmptNonlinearreservoir 2Node18.1.1#11GreenAmptNonlinearreservoir 3Node39#11GreenAmptNonlinearreservoir 4Node17#11GreenAmptNonlinearreservoir 5Node19#11GreenAmptNonlinearreservoir TotalNumberofSubcatchments...5 TotalTributaryArea(acres)....24.94 ImperviousArea(acres).........14.24 PerviousArea(acres)...........10.70 TotalWidth(feet)..............181.80 ImperviousArea(%).............57.11 ################################################### #SUBCATCHMENTDATA# #Default,Ratiovaluesforsubcatchmentdata# #Usedwiththecalibratenodeintherunoff.# #1width2area3impervious%# #4slope5imp"n"6perv"n"# #7impds8pervds91stinfil# #102ndinfil113rdinfil# ################################################### Column1234567 891011 Default0.00000.00000.00000.00000.00000.00000.0000 0.00000.00000.00000.0000 Ratio1.00001.00001.00001.00001.00001.00001.0000 1.00001.00001.00001.0000 ********************************************************* *ArrangementofSubcatchmentsandChannel/Pipes* ********************************************************* Page8 Coupland_Prop10yr_NoImpact.out Inlet Node34.1.1NoTributaryChannel/Pipes TributarySubareas........Node34.1.1#1 Node18.1.1NoTributaryChannel/Pipes TributarySubareas........Node18.1.1#1 Node39NoTributaryChannel/Pipes TributarySubareas........Node39#1 Node17NoTributaryChannel/Pipes TributarySubareas........Node17#1 Node19NoTributaryChannel/Pipes TributarySubareas........Node19#1 *********************************************************** *Hydrographswillbestoredforthefollowing5INLETS* *********************************************************** Node34.1.1Node18.1.1Node39 Node17Node19 ************************************************ *QualitySimulationnotincludedinthisrun* ************************************************ *************************************************** *PrecipitationInterfaceFileSummary* *Numberofprecipitationstation....1* *************************************************** LocationStationNumber 1.1 XXXEndofHeaderSectionXXX ####################################################### #EntrymadetotheHYDRAULICLayerofXPSWMM# #LastUpdatedinJune,2014byXPSolutions# ####################################################### #EntrymadetotheRunoffLayer(Block)ofSWMM# #LastUpdatedJune,2014byXPSolutions# *==========================================================* Page9 Coupland_Prop10yr_NoImpact.out |RUNOFFTABLESINTHEOUTPUTFILE.| |Thesearethemoreimportanttablesintheoutputfile.| |Youcanuseyoureditortofindthetablenumbers,| |forexample:searchforTableR3tocheckcontinuity.| |ThisoutputfilecanbeimportedintoaWordProcessor| |andprintedonUSletterorA4paperusingportrait| |mode,courierfont,asizeof8pt.andmarginsof0.75| || |TableR1PhysicalHydrologyData| |TableR2Infiltrationdata| |TableR3RaingageandInfiltrationDatabaseNames| |TableR4GroundwaterData| |TableR5ContinuityCheckforSurfaceWater| |TableR6ContinuityCheckforChannels/Pipes| |TableR7ContinuityCheckforSubsurfaceWater| |TableR8Infiltration/InflowContinuityCheck| |TableR9SummaryStatisticsforSubcatchments| |TableR10SensitivityanlysisforSubcatchments| *==========================================================* A1 ########################################### #RUNOFFJOBCONTROL# ########################################### SnowmeltparameterISNOW.......................0 NumberofraingagesNRGAG.....................1 QualityisnotsimulatedKWALTY................0 DefaultevaporationrateusedIVAP.............0 HourofdayatstartofstormNHR..............0 MinuteofhouratstartofstormNMN...........0 TimeTZEROatstartofstorm(hours).............0.000 UseU.S.CustomaryunitsformostI/OMETRIC...0 Runoffinputprintcontrol...0 Runoffgraphplotcontrol....0 Runoffoutputprintcontrol..0 Limitnumberofgroundwaterconvergencemessagesto10000 Printheadersevery50linesNOHEAD(0=yes,1=no)0 PrintlanduseloadpercentagesLANDUPR(0=no,1=yes)0 Month,day,yearofstartofstormis:1/1/2016 Wettimesteplength(seconds).......60.0 Drytimesteplength(seconds).......86400.0 Wet/Drytimesteplength(seconds)...60.0 Page10 Coupland_Prop10yr_NoImpact.out Simulationlengthis......48.0Hours IfHortoninfiltrationmodelisbeingused Amixtureofinfiltrationoptionsmaybeusedin XPSWMMasawatershedspecificoption. Rateforregenerationofinfiltration=REGEN*DECAY Decayisreadinforeachsubcatchment REGEN=.............................................0.01000 Raingage#................................1 KTYPERainfallinputtype..............0 NHISTOTotalnumberofrainfallvalues..898 KINCRainfallvalues(pairs)perline..10 KPRINTPrintrainfall(0Yes,1No).......0 KTIMEPrecipitationtimeunits 0>Minutes1>Hours................0 KPREPPrecipitationunittype 0>Intensity1>Volume.............1 KTHISVariablerainfallintervals 0>No,>=1>Yes....................0 THISTORainfalltimeinterval...........5.00 TZRAINStartingtime(KTIMEunits).......0.00 ###################################### #RainfallinputsummaryfromRunoff# ###################################### Totalrainfallforgage#1is7.7600inches ############################# #DataGroupF1# #EvaporationRate(in/day)# ############################# JAN.FEB.MAR.APR.MAYJUN.JUL.AUG.SEP.OCT.NOVDEC. 0.1000.1000.1000.1000.1000.1000.1000.1000.1000.1000.1000.100 ################################################### #TableR1.SUBCATCHMENTDATA# #PhysicalHydrologyData# ################################################### DeprsDeprsPrcnt Page11 Coupland_Prop10yr_NoImpact.out Per sionsionZero SubcatchmentChannelWidthAreacentSlope "n""n"StorgeStrgeDeten NumberNameorinlet(ft)(ac)Impervft/ft ImprvPervImprvPervtion ========================================================================= ========================= 1Node34.1.1#1Node34.1.144.3005.200067.000.002 0.0140.0300.0000.00025.00 2Node18.1.1#1Node18.1.141.6004.870067.000.002 0.0140.0300.0000.00025.00 3Node39#1Node3916.0002.270050.000.002 0.0140.0300.0000.00025.00 4Node17#1Node173.4000.3600067.000.002 0.0140.0300.0000.00025.00 5Node19#1Node1976.50012.24050.000.002 0.0140.0300.0000.00025.00 ################################################################################### #################### #TableR2.SUBCATCHMENTDATA # #InfiltrationorTimeofConcentrationData # # # #InfiltrationTypeInfl#1(#5)Infl#2(#6)Infl#3(#7) Infl#4(#8)# #SCS>CompCNTimeConcShapeFactor DepthorFraction# #SBUH>CompCNTimeConcN/A N/A# #GreenAmpt>SuctionHydrCondInitialMD N/A# #Horton>MaxRateMinRateDecayRate(1/sec) Max.Infilt.Volume# #Proportional>ConstantN/AN/A N/A# #Initial/ContLoss>InitialContinuingN/A N/A# #Initial/Proportional>InitialConstantN/A N/A# #LaurensonParameters>BValuePervious"n"ImperviousCont Exponent# #RationalFormula>TcMethodFlowPathLengthFlowPathSlope RoughnessorRetardance# Page12 Coupland_Prop10yr_NoImpact.out #(#1#4isImperviousData/#5#8isPervious Data)# #RationalFormulaTcMethod:1=Constant # #2=Friend'sEquation # #3=KinematicWave # #4=AlamedaMethod # #5=Izzard'sFormula # #6=Kerby'sEquation # #7=Kirpich'sEquation # #8=BransbyWilliamsEquation # #9=FederalAviationAuthority Equation# ################################################################################### #################### SubcatchmentInflInflInflInflInfl InflInflInfl NumberName#1#2#3#4#5# 6#7#8 ===================================================================== =========================== 1Node34.1.1#112.4500.0240.385 2Node18.1.1#112.4500.0240.385 3Node39#112.4500.0240.385 4Node17#112.4500.0240.385 5Node19#112.4500.0240.385 ############################################################ #TableR3.SUBCATCHMENTDATA# #RainfallandInfiltrationDatabaseNames# ############################################################ SubcatchmentGageInfiltrationRouting NumberNameNoTypeType ================================================================= 1Node34.1.1#11GreenAmptNonlinearreservoir 2Node18.1.1#11GreenAmptNonlinearreservoir 3Node39#11GreenAmptNonlinearreservoir 4Node17#11GreenAmptNonlinearreservoir Page13 Coupland_Prop10yr_NoImpact.out 5Node19#11GreenAmptNonlinearreservoir TotalNumberofSubcatchments...5 TotalTributaryArea(acres)....24.94 ImperviousArea(acres).........14.24 PerviousArea(acres)...........10.70 TotalWidth(feet)..............181.80 ImperviousArea(%).............57.11 ################################################### #SUBCATCHMENTDATA# #Default,Ratiovaluesforsubcatchmentdata# #Usedwiththecalibratenodeintherunoff.# #1width2area3impervious%# #4slope5imp"n"6perv"n"# #7impds8pervds91stinfil# #102ndinfil113rdinfil# ################################################### Column1234567 891011 Default0.00000.00000.00000.00000.00000.00000.0000 0.00000.00000.00000.0000 Ratio1.00001.00001.00001.00001.00001.00001.0000 1.00001.00001.00001.0000 ********************************************************* *ArrangementofSubcatchmentsandChannel/Pipes* ********************************************************* Inlet Node34.1.1NoTributaryChannel/Pipes TributarySubareas........Node34.1.1#1 Node18.1.1NoTributaryChannel/Pipes TributarySubareas........Node18.1.1#1 Node39NoTributaryChannel/Pipes TributarySubareas........Node39#1 Node17NoTributaryChannel/Pipes TributarySubareas........Node17#1 Node19NoTributaryChannel/Pipes TributarySubareas........Node19#1 *********************************************************** *Hydrographswillbestoredforthefollowing5INLETS* *********************************************************** Page14 Coupland_Prop10yr_NoImpact.out Node34.1.1Node18.1.1Node39 Node17Node19 ************************************************ *QualitySimulationnotincludedinthisrun* ************************************************ *************************************************** *PrecipitationInterfaceFileSummary* *Numberofprecipitationstation....1* *************************************************** LocationStationNumber 1.1 A1 *===========================================================* |HYDRAULICSTABLESINTHEOUTPUTFILE| |Thesearethemoreimportanttablesintheoutputfile.| |Youcanuseyoureditortofindthetablenumbers,| |forexample:searchforTableE20tocheckcontinuity.| |ThisoutputfilecanbeimportedintoaWordProcessor| |andprintedonUSletterorA4paperusingportrait| |mode,courierfont,asizeof8pt.andmarginsof0.75| || |TableE1BasicConduitData| |TableE2ConduitFactorData| |TableE3aJunctionData| |TableE3bJunctionData| |TableE4ConduitConnectivityData| |TableE4aDryWeatherFlowData| |TableE4bRealTimeControlData| |TableE5JunctionTimeStepLimitationSummary| |TableE5aConduitExplicitConditionSummary| |TableE6FinalModelCondition| |TableE7IterationSummary| |TableE8JunctionTimeStepLimitationSummary| Page15 Coupland_Prop10yr_NoImpact.out |TableE9JunctionSummaryStatistics| |TableE10ConduitSummaryStatistics| |TableE11Areaassumptionsusedintheanalysis| |TableE12Meanconduitinformation| |TableE13Channellosses(H)andculvertinfo| |TableE13aCulvertAnalysisClassification| |TableE14NaturalChannelOverbankFlowInformation| |TableE14aNaturalChannelEncroachmentInformation| |TableE14bFloodplainMapping| |TableE15SpreadsheetInfoList| |TableE15aSpreadsheetReachList| |TableE16NewConduitOutputSection| |TableE17PumpOperation| |TableE18JunctionContinuityError| |TableE19JunctionInflow&OutflowListing| |TableE20JunctionFloodingandVolumeList| |TableE21Continuitybalanceatsimulationend| |TableE22ModelJudgementSection| *==========================================================* TimeControlfromHydraulicsJobControl Year.........2014Month.......1 Day..........1Hour........0 Minute.......0Second......0 Controlinformationforsimulation Integrationcycles.................960 Lengthofintegrationstepis......180.00seconds Simulationlength..................48.00hours Donotcreateequiv.pipes(NEQUAL).0 UseU.S.customaryunitsforI/O...0 Printingstartsincycle...........1 Intermediateprintoutintervalsof.500cycles Intermediateprintoutintervalsof.1500.00minutes Summaryprintoutintervalsof......500cycles Summaryprintouttimeintervalof..1500.00minutes Hotstartfileparameter(REDO)....0 Initialtime.......................0.00hours Iterationvariables:FlowTolerance.0.00010 HeadTolerance.0.00050 Minimumdepth(morft).........0.00001 Underrelaxationparameter.......0.85000 Timeweightingparameter........0.85000 Conduitroughnessfactor........1.00000 Page16 Coupland_Prop10yr_NoImpact.out Flowadjustmentfactor..........1.00000 InitialConditionSmoothing.....0 CourantTimeStepFactor........1.00000 DefaultExpansion/ContractionK.0.00000 DefaultEntrance/ExitK.........0.00000 RoutingMethod..................DynamicWave Defaultsurfaceareaofjunctions...12.57squarefeet. MinimumJunction/ConduitDepth......0.00001feet. PondingAreaCoefficient............5000.00 PondingAreaExponent...............1.0000 MinimumOrificeLength..............1000.00feet. NJSWinputhydrographjunctions.....1 oruserdefinedhydrographs.... NaturalCrossSectioninformationforChannelLink14 ===================================================== CrossSectionID(fromX1card):1.0Channelsequencenumber:1 LeftOverbankLength:68.4ftMaximumElevation: 25.09ft. MainChannelLength:68.4ftMaximumDepth: 4.82ft. RightOverbankLength:68.4ftMaximumSectionArea: 78.2500ft^2 Maximumhydraulicradius: 1.63ft. ManningN:0.040toStation5.0Maxtopwidth: 45.00ft. "":0.040inmainChannelMaximumWettedPerimeter: 4.80E+01ft "":0.015Beyondstation25.0Maxleftbankarea: 9.80ft^2 Maxrightbankarea: 6.02ft^2 AllowableEncroachmentDepth:0.00ftMaxcenterchannelarea: 62.4250ft^2 NaturalCrossSectioninformationforChannelLink16 ===================================================== CrossSectionID(fromX1card):2.0Channelsequencenumber:2 LeftOverbankLength:22.9ftMaximumElevation: 25.09ft. MainChannelLength:22.9ftMaximumDepth: 4.82ft. RightOverbankLength:22.9ftMaximumSectionArea: 78.2500ft^2 Maximumhydraulicradius: Page17 Coupland_Prop10yr_NoImpact.out 1.63ft. ManningN:0.040toStation5.0Maxtopwidth: 45.00ft. "":0.040inmainChannelMaximumWettedPerimeter: 4.80E+01ft "":0.015Beyondstation25.0Maxleftbankarea: 9.80ft^2 Maxrightbankarea: 6.02ft^2 AllowableEncroachmentDepth:0.00ftMaxcenterchannelarea: 62.4250ft^2 NaturalCrossSectioninformationforChannelLink18 ===================================================== CrossSectionID(fromX1card):3.0Channelsequencenumber:3 LeftOverbankLength:243.1ftMaximumElevation: 25.09ft. MainChannelLength:243.1ftMaximumDepth: 4.82ft. RightOverbankLength:243.1ftMaximumSectionArea: 78.2500ft^2 Maximumhydraulicradius: 1.63ft. ManningN:0.040toStation5.0Maxtopwidth: 45.00ft. "":0.040inmainChannelMaximumWettedPerimeter: 4.80E+01ft "":0.015Beyondstation25.0Maxleftbankarea: 9.80ft^2 Maxrightbankarea: 6.02ft^2 AllowableEncroachmentDepth:0.00ftMaxcenterchannelarea: 62.4250ft^2 NaturalCrossSectioninformationforChannelLink20 ===================================================== CrossSectionID(fromX1card):4.0Channelsequencenumber:4 LeftOverbankLength:117.5ftMaximumElevation: 25.20ft. MainChannelLength:117.5ftMaximumDepth: 5.02ft. RightOverbankLength:117.5ftMaximumSectionArea: 85.7750ft^2 Maximumhydraulicradius: 2.00ft. ManningN:0.040toStation5.0Maxtopwidth: Page18 Coupland_Prop10yr_NoImpact.out 40.00ft. "":0.040inmainChannelMaximumWettedPerimeter: 4.28E+01ft "":0.015Beyondstation25.0Maxleftbankarea: 10.40ft^2 Maxrightbankarea: 5.38ft^2 AllowableEncroachmentDepth:0.00ftMaxcenterchannelarea: 70.0000ft^2 NaturalCrossSectioninformationforChannelLink22 ===================================================== CrossSectionID(fromX1card):5.0Channelsequencenumber:5 LeftOverbankLength:282.4ftMaximumElevation: 25.00ft. MainChannelLength:282.4ftMaximumDepth: 5.35ft. RightOverbankLength:282.4ftMaximumSectionArea: 128.5750ft^2 Maximumhydraulicradius: 2.43ft. ManningN:0.040toStation5.0Maxtopwidth: 50.00ft. "":0.040inmainChannelMaximumWettedPerimeter: 5.30E+01ft "":0.015Beyondstation35.0Maxleftbankarea: 10.10ft^2 Maxrightbankarea: 8.50ft^2 AllowableEncroachmentDepth:0.00ftMaxcenterchannelarea: 109.9750ft^2 NaturalCrossSectioninformationforChannelLink24 ===================================================== CrossSectionID(fromX1card):6.0Channelsequencenumber:6 LeftOverbankLength:280.1ftMaximumElevation: 25.00ft. MainChannelLength:280.1ftMaximumDepth: 6.11ft. RightOverbankLength:280.1ftMaximumSectionArea: 112.8500ft^2 Maximumhydraulicradius: 2.32ft. ManningN:0.040toStation10.0Maxtopwidth: 45.00ft. "":0.040inmainChannelMaximumWettedPerimeter: Page19 Coupland_Prop10yr_NoImpact.out 4.86E+01ft "":0.015Beyondstation30.0Maxleftbankarea: 21.17ft^2 Maxrightbankarea: 12.10ft^2 AllowableEncroachmentDepth:0.00ftMaxcenterchannelarea: 79.5750ft^2 NaturalCrossSectioninformationforChannelLink26 ===================================================== CrossSectionID(fromX1card):7.0Channelsequencenumber:7 LeftOverbankLength:38.8ftMaximumElevation: 25.00ft. MainChannelLength:38.8ftMaximumDepth: 6.39ft. RightOverbankLength:38.8ftMaximumSectionArea: 123.8687ft^2 Maximumhydraulicradius: 3.11ft. ManningN:0.040toStation5.6Maxtopwidth: 35.57ft. "":0.040inmainChannelMaximumWettedPerimeter: 3.98E+01ft "":0.015Beyondstation25.4Maxleftbankarea: 17.71ft^2 Maxrightbankarea: 14.63ft^2 AllowableEncroachmentDepth:0.00ftMaxcenterchannelarea: 91.5279ft^2 NaturalCrossSectioninformationforChannelLink31 ===================================================== CrossSectionID(fromX1card):8.0Channelsequencenumber:8 LeftOverbankLength:240.3ftMaximumElevation: 27.85ft. MainChannelLength:199.7ftMaximumDepth: 16.36ft. RightOverbankLength:181.6ftMaximumSectionArea: 28065.25ft^2 Maximumhydraulicradius: 3.71ft. ManningN:0.070toStation4659.6Maxtopwidth: 7554.14ft. "":0.032inmainChannelMaximumWettedPerimeter: 7.56E+03ft "":0.070Beyondstation4835.3Maxleftbankarea: Page20 Coupland_Prop10yr_NoImpact.out 19000.27ft^2 Maxrightbankarea: 7493.03ft^2 AllowableEncroachmentDepth:0.00ftMaxcenterchannelarea: 1571.950ft^2 NaturalCrossSectioninformationforChannelLink33 ===================================================== CrossSectionID(fromX1card):9.0Channelsequencenumber:9 LeftOverbankLength:169.1ftMaximumElevation: 29.46ft. MainChannelLength:192.7ftMaximumDepth: 17.97ft. RightOverbankLength:192.5ftMaximumSectionArea: 30196.69ft^2 Maximumhydraulicradius: 4.88ft. ManningN:0.070toStation3428.2Maxtopwidth: 6181.63ft. "":0.032inmainChannelMaximumWettedPerimeter: 6.19E+03ft "":0.070Beyondstation3547.3Maxleftbankarea: 17628.50ft^2 Maxrightbankarea: 11171.67ft^2 AllowableEncroachmentDepth:0.00ftMaxcenterchannelarea: 1396.517ft^2 NaturalCrossSectioninformationforChannelLink34 ===================================================== CrossSectionID(fromX1card):10.0Channelsequencenumber:10 LeftOverbankLength:49.2ftMaximumElevation: 25.09ft. MainChannelLength:49.2ftMaximumDepth: 4.82ft. RightOverbankLength:49.2ftMaximumSectionArea: 78.2500ft^2 Maximumhydraulicradius: 1.63ft. ManningN:0.040toStation5.0Maxtopwidth: 45.00ft. "":0.040inmainChannelMaximumWettedPerimeter: 4.80E+01ft "":0.015Beyondstation25.0Maxleftbankarea: 9.80ft^2 Maxrightbankarea: Page21 Coupland_Prop10yr_NoImpact.out 6.02ft^2 AllowableEncroachmentDepth:0.00ftMaxcenterchannelarea: 62.4250ft^2 NaturalCrossSectioninformationforChannelLink36 ===================================================== CrossSectionID(fromX1card):11.0Channelsequencenumber:11 LeftOverbankLength:492.1ftMaximumElevation: 29.46ft. MainChannelLength:499.4ftMaximumDepth: 17.97ft. RightOverbankLength:512.7ftMaximumSectionArea: 30714.99ft^2 Maximumhydraulicradius: 4.83ft. ManningN:0.070toStation3592.7Maxtopwidth: 6305.50ft. "":0.032inmainChannelMaximumWettedPerimeter: 6.36E+03ft "":0.070Beyondstation3741.1Maxleftbankarea: 18443.26ft^2 Maxrightbankarea: 10717.92ft^2 AllowableEncroachmentDepth:0.00ftMaxcenterchannelarea: 1553.814ft^2 NaturalCrossSectioninformationforChannelLink37 ===================================================== CrossSectionID(fromX1card):12.0Channelsequencenumber:12 LeftOverbankLength:740.0ftMaximumElevation: 28.05ft. MainChannelLength:745.4ftMaximumDepth: 19.03ft. RightOverbankLength:747.9ftMaximumSectionArea: 27584.49ft^2 Maximumhydraulicradius: 3.59ft. ManningN:0.070toStation4926.5Maxtopwidth: 7672.71ft. "":0.032inmainChannelMaximumWettedPerimeter: 7.68E+03ft "":0.070Beyondstation5115.9Maxleftbankarea: 20807.75ft^2 Maxrightbankarea: 5154.22ft^2 AllowableEncroachmentDepth:0.00ftMaxcenterchannelarea: Page22 Coupland_Prop10yr_NoImpact.out 1622.518ft^2 NaturalCrossSectioninformationforChannelLink42.1.1 ===================================================== CrossSectionID(fromX1card):13.0Channelsequencenumber:13 LeftOverbankLength:20.3ftMaximumElevation: 28.40ft. MainChannelLength:20.0ftMaximumDepth: 19.94ft. RightOverbankLength:20.1ftMaximumSectionArea: 31373.45ft^2 Maximumhydraulicradius: 4.17ft. ManningN:0.070toStation4877.5Maxtopwidth: 7515.52ft. "":0.032inmainChannelMaximumWettedPerimeter: 7.52E+03ft "":0.070Beyondstation5060.6Maxleftbankarea: 22248.55ft^2 Maxrightbankarea: 7383.12ft^2 AllowableEncroachmentDepth:0.00ftMaxcenterchannelarea: 1741.771ft^2 NaturalCrossSectioninformationforChannelLink41 ===================================================== CrossSectionID(fromX1card):14.0Channelsequencenumber:14 LeftOverbankLength:133.6ftMaximumElevation: 25.09ft. MainChannelLength:133.6ftMaximumDepth: 4.82ft. RightOverbankLength:133.6ftMaximumSectionArea: 78.2500ft^2 Maximumhydraulicradius: 1.63ft. ManningN:0.040toStation5.0Maxtopwidth: 45.00ft. "":0.040inmainChannelMaximumWettedPerimeter: 4.80E+01ft "":0.015Beyondstation25.0Maxleftbankarea: 9.80ft^2 Maxrightbankarea: 6.02ft^2 AllowableEncroachmentDepth:0.00ftMaxcenterchannelarea: 62.4250ft^2 Page23 Coupland_Prop10yr_NoImpact.out NaturalCrossSectioninformationforChannelLink48 ===================================================== CrossSectionID(fromX1card):15.0Channelsequencenumber:15 LeftOverbankLength:38.3ftMaximumElevation: 27.82ft. MainChannelLength:38.3ftMaximumDepth: 16.33ft. RightOverbankLength:38.3ftMaximumSectionArea: 26945.91ft^2 Maximumhydraulicradius: 3.54ft. ManningN:0.070toStation4655.5Maxtopwidth: 7614.88ft. "":0.032inmainChannelMaximumWettedPerimeter: 7.62E+03ft "":0.070Beyondstation4770.5Maxleftbankarea: 18294.32ft^2 Maxrightbankarea: 7448.66ft^2 AllowableEncroachmentDepth:0.00ftMaxcenterchannelarea: 1202.931ft^2 *==================================================* |TableE1ConduitData| *==================================================* TrapezoidHazen InpConduitLengthConduitAreaManningMaxWidth DepthSideWilliams NumName(ft)Class(ft^2)Coef.(ft) (ft)Slopescfactor 1Link1468.3600Natural78.25000.040045.0000 4.8200 2Link1622.8500Natural78.25000.040045.0000 4.8200 3Link18243.1300Natural78.25000.040045.0000 4.8200 4Link20117.5100Natural85.77500.040040.0000 5.0200 5Link22282.4000Natural128.57500.040050.0000 5.3500 6Link24280.1300Natural112.85000.040045.0000 6.1100 7Link2638.8400Natural123.86870.040035.5700 Page24 Coupland_Prop10yr_NoImpact.out 6.3900 8Link31199.6800Natural28065.2470.03207554.1400 16.3600 9Link33192.6600Natural30196.6930.03206181.6300 17.9700 10Link3449.2500Natural78.25000.040045.0000 4.8200 11Link36499.4300Natural30714.9930.03206305.5000 17.9700 12Link37745.4400Natural27584.4860.03207672.7100 19.0300 13Link42.1.120.0100Natural31373.4460.03207515.5200 19.9400 14Link38.11092.9300Circular9.62110.01303.5000 3.5000 15Link46.150.0000Circular9.62110.01303.5000 3.5000 16Link45.182.5300Circular9.62110.01303.5000 3.5000 17Link39.1254.5400Circular4.90870.01302.5000 2.5000 18Link41133.5500Natural78.25000.040045.0000 4.8200 19Link4838.2600Natural26945.9110.03207614.8800 16.3300 20227.133.3500Circular4.90870.01502.5000 2.5000 21231.137.5400Circular4.90870.01502.5000 2.5000 22235.133.2900Circular4.90870.01302.5000 2.5000 23239.133.2700Circular4.90870.01502.5000 2.5000 24243.133.5900Circular4.90870.01502.5000 2.5000 25247.123.9600Circular4.90870.01302.5000 2.5000 26251.148.0400Circular4.90870.01502.5000 2.5000 27255.1124.5900Circular7.06860.01303.0000 3.0000 28324.143.0000Circular19.63500.01305.0000 5.0000 Totallengthofallconduits....4822.1300feet *===================================================* |Iftherearemessagesabout(sqrt(g*d)*dt/dx),or| |thesqrt(wavecelerity)*timestep/conduitlength| Page25 Coupland_Prop10yr_NoImpact.out |intheoutputfileallitmeansisthatthe| |programwilllowertheinternaltimestepto| |satisfythiscondition(explicitcondition).| |Youcontroltheactualinternaltimestepby| |usingtheminimumcouranttimestepfactorinthe| |HYDRAULICSjobcontrol.Themessageputinwords| |statesthatthesmallestconduitwiththefastest| |velocitywillcontrolthetimestepselection.| |Youhavefurthercontrolbyusingthemodify| |conduitoptionintheHYDRAULICSJobControl.| *===================================================* ConduitCourant NameRatio Link1419.70===>Warning!(sqrt(wavecelerity)*time step/conduitlength) Link1658.95===>Warning!(sqrt(wavecelerity)*time step/conduitlength) Link185.54===>Warning!(sqrt(wavecelerity)*time step/conduitlength) Link2012.73===>Warning!(sqrt(wavecelerity)*time step/conduitlength) Link225.80===>Warning!(sqrt(wavecelerity)*time step/conduitlength) Link245.77===>Warning!(sqrt(wavecelerity)*time step/conduitlength) Link2649.07===>Warning!(sqrt(wavecelerity)*time step/conduitlength) Link319.86===>Warning!(sqrt(wavecelerity)*time step/conduitlength) Link3311.16===>Warning!(sqrt(wavecelerity)*time step/conduitlength) Link3427.35===>Warning!(sqrt(wavecelerity)*time step/conduitlength) Link364.29===>Warning!(sqrt(wavecelerity)*time step/conduitlength) Link372.17===>Warning!(sqrt(wavecelerity)*time step/conduitlength) Link42.1.176.40===>Warning!(sqrt(wavecelerity)*time step/conduitlength) Link38.11.75===>Warning!(sqrt(wavecelerity)*time step/conduitlength) Link46.138.22===>Warning!(sqrt(wavecelerity)*time step/conduitlength) Link45.123.15===>Warning!(sqrt(wavecelerity)*time step/conduitlength) Page26 Coupland_Prop10yr_NoImpact.out Link39.16.34===>Warning!(sqrt(wavecelerity)*time step/conduitlength) Link4110.09===>Warning!(sqrt(wavecelerity)*time step/conduitlength) Link4850.22===>Warning!(sqrt(wavecelerity)*time step/conduitlength) 227.148.43===>Warning!(sqrt(wavecelerity)*time step/conduitlength) 231.143.02===>Warning!(sqrt(wavecelerity)*time step/conduitlength) 235.148.51===>Warning!(sqrt(wavecelerity)*time step/conduitlength) 239.148.54===>Warning!(sqrt(wavecelerity)*time step/conduitlength) 243.148.08===>Warning!(sqrt(wavecelerity)*time step/conduitlength) 247.167.40===>Warning!(sqrt(wavecelerity)*time step/conduitlength) 251.133.62===>Warning!(sqrt(wavecelerity)*time step/conduitlength) 255.114.20===>Warning!(sqrt(wavecelerity)*time step/conduitlength) 324.153.11===>Warning!(sqrt(wavecelerity)*time step/conduitlength) *==================* |ConduitVolume| *==================* Fullpipeorfullopenconduitvolume Inputfulldepthvolume............4.9122E+07cubicfeet ===>Warning!!Theupstreamanddownstreamjunctionsforthefollowingconduits havebeenreversedtocorrespondtothepositiveflowand decreasing slopeconvention.Anegativeflowintheoutputthusmeans theflowwasfromyouroriginalupstreamjunctiontoyouroriginal downstreamjunction.Anyinitialflowhasbeenmultipliedby1. 1.Conduit#...Link22hasbeenchanged. 2.Conduit#...Link34hasbeenchanged. 3.Conduit#...235.1hasbeenchanged. 4.Conduit#...239.1hasbeenchanged. 5.Conduit#...243.1hasbeenchanged. 6.Conduit#...247.1hasbeenchanged. *===================================================* Page27 Coupland_Prop10yr_NoImpact.out |TableE3aJunctionData| *===================================================* InpJunctionGroundCrownInvertQinstInitial Interface NumNameElevationElevationElevationcfsDepthftFlow (%) 1Node1340.000027.860022.74000.00000.0000 100.0000 2Node1440.000027.820022.70000.00000.0000 100.0000 3Node1540.000026.320021.20000.00000.0000 100.0000 4Node1640.000026.620021.16000.00000.0000 100.0000 5Node1740.000025.510020.31000.00000.0000 100.0000 6Node1840.000025.570020.45000.00000.0000 100.0000 7Node1940.000024.520019.43000.00000.0000 100.0000 8Node2040.000025.170019.63000.00000.0000 100.0000 9Node2140.000024.710019.69000.00000.0000 100.0000 10Node2240.000025.500019.80000.00000.0000 100.0000 11Node2340.000025.520019.45000.00000.0000 100.0000 12Node2440.000026.280019.87000.00000.0000 100.0000 13Node2540.000025.910019.57000.00000.0000 100.0000 14Node2640.000025.240018.85000.00000.0000 100.0000 15Node2740.000024.610018.22000.00000.0000 100.0000 16Node2840.000029.440011.47000.00000.0000 100.0000 17Node3140.000027.840011.48000.00000.0000 100.0000 18Node3340.000029.430011.46000.00000.0000 100.0000 19Node3440.000027.100022.28000.00000.0000 100.0000 20Node3540.000027.820011.49000.00000.0000 Page28 Coupland_Prop10yr_NoImpact.out 100.0000 21Node3640.000028.05009.02000.00000.0000 100.0000 22Node3740.000028.40008.46000.00000.0000 100.0000 23Node4140.000028.40008.46000.00000.0000 100.0000 24Link42.140.000017.510012.51000.00000.0000 100.0000 25Node23.1.140.000018.42008.00000.00000.0000 100.0000 26Node19.1.140.000018.42008.00000.00000.0000 100.0000 27Node18.1.140.000018.490014.99000.00000.0000 100.0000 28Node34.1.140.000018.820016.32000.00000.0000 100.0000 29Node3940.000027.970023.15000.00000.0000 100.0000 30Node4040.000019.270012.51000.00000.0000 100.0000 *===================================================* |TableE3bJunctionData| *===================================================* InpJunctionXYTypeofTypeof MaximumPavement NumNameCoord.Coord.ManholeInlet CapacityShapeSlope 1Node130.00000.0000NoPondingNormal 00.00 2Node140.00000.0000NoPondingNormal 00.00 3Node150.00000.0000NoPondingNormal 00.00 4Node160.00000.0000NoPondingNormal 00.00 5Node170.00000.0000NoPondingNormal 00.00 6Node180.00000.0000NoPondingNormal 00.00 7Node190.00000.0000NoPondingNormal 00.00 8Node200.00000.0000NoPondingNormal Page29 Coupland_Prop10yr_NoImpact.out 00.00 9Node210.00000.0000NoPondingNormal 00.00 10Node220.00000.0000NoPondingNormal 00.00 11Node230.00000.0000NoPondingNormal 00.00 12Node240.00000.0000NoPondingNormal 00.00 13Node250.00000.0000NoPondingNormal 00.00 14Node260.00000.0000NoPondingNormal 00.00 15Node270.00000.0000NoPondingNormal 00.00 16Node280.00000.0000NoPondingNormal 00.00 17Node310.00000.0000NoPondingNormal 00.00 18Node330.00000.0000NoPondingNormal 00.00 19Node340.00000.0000NoPondingNormal 00.00 20Node350.00000.0000NoPondingNormal 00.00 21Node360.00000.0000NoPondingNormal 00.00 22Node370.00000.0000NoPondingNormal 00.00 23Node410.00000.0000NoPondingNormal 00.00 24Link42.10.00000.0000NoPondingNormal 00.00 25Node23.1.10.00000.0000NoPondingNormal 00.00 26Node19.1.10.00000.0000NoPondingNormal 00.00 27Node18.1.10.00000.0000NoPondingNormal 00.00 28Node34.1.10.00000.0000NoPondingNormal 00.00 29Node390.00000.0000NoPondingNormal 00.00 30Node400.00000.0000NoPondingNormal 00.00 *===================================================* Page30 Coupland_Prop10yr_NoImpact.out |TableE4ConduitConnectivity| *===================================================* InputConduitUpstreamDownstream UpstreamDownstream NumberNameNodeNode ElevationElevation ================================================================== ================== 1Link14Node14Node15 23.000021.5000NoDesign 2Link16Node16Node17 21.800020.6900NoDesign 3Link18Node18Node19 20.750019.7000NoDesign 4Link20Node20Node21 20.150019.6900NoDesign 5Link22Node23Node22 20.170020.1500NoDesign 6Link24Node24Node25 20.170019.8000NoDesign 7Link26Node26Node27 18.850018.2200NoDesign 8Link31Node31Node28 11.480011.4700NoDesign 9Link33Node28Node33 11.470011.4600NoDesign 10Link34Node13Node34 23.040022.2800NoDesign 11Link36Node33Node36 11.46009.0200NoDesign 12Link37Node36Node37 9.02008.4600NoDesign 13Link42.1.1Node37Node41 8.46008.4600NoDesign 14Link38.1Node23.1.1Link42.1 14.920014.0100NoDesign 15Link46.1Node19.1.1Node23.1.1 8.00008.0000NoDesign 16Link45.1Node18.1.1Node19.1.1 14.990014.9200NoDesign 17Link39.1Node34.1.1Node18.1.1 16.320015.9900NoDesign 18Link41Node39Node34 23.150022.2800NoDesign 19Link48Node35Node31 11.490011.4800NoDesign 20227.1Node13Node14 Page31 Coupland_Prop10yr_NoImpact.out 22.740022.7000NoDesign 21231.1Node15Node16 21.200021.1600NoDesign 22235.1Node18Node17 20.450020.3100NoDesign 23239.1Node20Node19 19.710019.4300NoDesign 24243.1Node22Node21 20.150020.0300NoDesign 25247.1Node24Node23 19.870019.4500NoDesign 26251.1Node25Node26 19.800019.5400NoDesign 27255.1Node27Node40 18.800016.2700NoDesign 28324.1Node40Node28 12.510012.4900NoDesign *==========================================* |OrificeData3| *==========================================* ConduitFromToArea DepthDischargeHeightAbove NameJunctionJunctionType(ft2) (ft)CoefficientJunction(ft) Restrictor.1Link42.1Node40CircSide2.84 5.000.6700.000 ====>EQUIVALENTPIPEINFORMATIONFORORIFICE1 CONDUITNAME...........................Restrictor.1 Upstreamnode...........................Link42.1 Downstreamnode.........................Node40 PIPEDIAMETER........................1.90 PIPELENGTH..........................2815.84 MANNINGSROUGHNESS...................0.0032 INVERTELEVATIONATUPSTREAMEND.....12.5100 INVERTELEVATIONATDOWNSTREAMEND...12.5000 Note:ForaBottomoutletorificetheinvertelevationofthedownstreamnodewill be adjustedtoaccomodatetheequivalentconduit.Conduitgradesarenot affected. Page32 Coupland_Prop10yr_NoImpact.out *===========================================* |WeirData| *===========================================* WeirFromToCrest WeirWeirDischargeWeir NameJunctionJunctionTypeHeight(ft) Top(ft)Length(ft)CoefficientPower W14Node13Node1410.91 17.2633.352.67001.5000 W15Node15Node1612.99 18.8037.542.67001.5000 W17Node17Node1813.17 19.6933.292.67001.5000 W20Node19Node2014.45 20.5733.272.67001.5000 W21Node21Node2214.12 20.3133.592.67001.5000 W24Node23Node2413.76 20.5523.962.67001.5000 W25Node25Node2614.55 20.4348.042.67001.5000 W27Node27Node4015.25 21.78124.592.67001.5000 W42Node40Node2819.76 27.4943.002.67001.5000 *===========================================* |**WARNING**| |Havingweirsinseriescanoccasionally| |leadtolargecontinuityerrorsforshort| |durationsimulations.Pleasecheckyour| |continuityerrorsandmakeadjustmentsto| |yourmodelasrequired.| *===========================================* *================================================* |FREEOUTFALLDATA(DATAGROUPI1)| |BOUNDARYCONDITIONONDATAGROUPJ1| *================================================* OutfallatJunction....Node41hasboundaryconditionnumber...1 Page33 Coupland_Prop10yr_NoImpact.out *=============================================* |WeirOutfallData| |BoundaryConditionondatagroupJ1| *=============================================* *================================================* |INTERNALCONNECTIVITYINFORMATION| *================================================* CONDUITJUNCTIONJUNCTION Restrictor.1Link42.1Node40 W14Node13Node14 W15Node15Node16 W17Node17Node18 W20Node19Node20 W21Node21Node22 W24Node23Node24 W25Node25Node26 W27Node27Node40 W42Node40Node28 FREE#1Node41BOUNDARY *===================================================* |BoundaryConditionInformation| |DataGroupsJ1J4| *===================================================* BCNUMBER..1hasnocontrolwatersurface. *===================================================* |XPNoteFieldSummary| *===================================================* *=================================* |ConduitConvergenceCriteria| *=================================* ConduitFullConduit NameFlowSlope Link14596.74830.0219 Page34 Coupland_Prop10yr_NoImpact.out Link16887.90190.0486 Link18264.74150.0043 Link20316.72760.0039 Link2272.59770.0001 Link24267.18700.0013 Link261249.14600.0162 Link3122103.95530.0001 Link3329068.20890.0001 Link34500.43800.0154 Link36284978.98490.0049 Link3782357.79760.0008 Link42.1.111938.34210.0000 Link38.129.03120.0008 Link46.13.18160.0000 Link45.129.30110.0008 Link39.114.76880.0013 Link41325.15040.0065 Link4846955.91260.0003 227.112.31120.0012 231.111.60380.0011 235.126.59940.0042 239.132.61140.0084 243.121.24730.0036 247.154.30580.0175 Page35 Coupland_Prop10yr_NoImpact.out 251.126.15190.0054 255.195.04600.0203 324.156.16850.0005 Restrictor.121.01330.0000 *=================================* |InitialModelCondition| |InitialTime=0.05hours| *=================================* Junction/Depth/Elevation===>"*"JunctionisSurcharged. Node13/0.00/22.74Node14/0.00/22.70 Node15/0.00/21.20 Node16/0.00/21.16Node17/0.00/20.31 Node18/0.00/20.45 Node19/0.00/19.43Node20/0.00/19.63 Node21/0.00/19.69 Node22/0.00/19.80Node23/0.00/19.45 Node24/0.00/19.87 Node25/0.00/19.57Node26/0.00/18.85 Node27/0.00/18.22 Node28/0.00/11.47Node31/0.00/11.48 Node33/0.00/11.46 Node34/0.00/22.28Node35/0.00/11.49 Node36/0.00/9.02 Node37/0.00/8.46Node41/0.00/8.46 Link42.1/0.00/12.51 Node23.1.1/0.00/8.00Node19.1.1/0.00/8.00 Node18.1.1/0.00/14.99 Node34.1.1/0.00/16.32Node39/0.00/23.15 Node40/0.00/12.50 Conduit/FLOW===>"*"Conduitusesthenormalflowoption. Link14/0.00Link16/0.00 Link18/0.00 Link20/0.00Link22/0.00 Link24/0.00 Link26/0.00Link31/0.00 Link33/0.00 Link34/0.00Link36/0.00 Link37/0.00 Link42.1.1/0.00Link38.1/0.00 Link46.1/0.00 Page36 Coupland_Prop10yr_NoImpact.out Link45.1/0.00Link39.1/0.00 Link41/0.00 Link48/0.00227.1/0.00 231.1/0.00 235.1/0.00239.1/0.00 243.1/0.00 247.1/0.00251.1/0.00 255.1/0.00 324.1/0.00Restrictor.1/0.00 W14/0.00 W15/0.00W17/0.00 W20/0.00 W21/0.00W24/0.00 W25/0.00 W27/0.00W42/0.00 FREE#1/0.00 Conduit/Velocity Link14/0.00Link16/0.00 Link18/0.00 Link20/0.00Link22/0.00 Link24/0.00 Link26/0.00Link31/0.00 Link33/0.00 Link34/0.00Link36/0.00 Link37/0.00 Link42.1.1/0.00Link38.1/0.00 Link46.1/0.00 Link45.1/0.00Link39.1/0.00 Link41/0.00 Link48/0.00227.1/0.00 231.1/0.00 235.1/0.00239.1/0.00 243.1/0.00 247.1/0.00251.1/0.00 255.1/0.00 324.1/0.00Restrictor.1/0.00 Conduit/CrossSectionalArea Link14/0.00Link16/0.00 Link18/0.00 Link20/0.00Link22/0.00 Link24/0.00 Link26/0.00Link31/0.00 Link33/0.00 Link34/0.00Link36/0.00 Link37/0.00 Link42.1.1/0.00Link38.1/0.00 Page37 Coupland_Prop10yr_NoImpact.out Link46.1/0.00 Link45.1/0.00Link39.1/0.00 Link41/0.00 Link48/0.00227.1/0.00 231.1/0.00 235.1/0.00239.1/0.00 243.1/0.00 247.1/0.00251.1/0.00 255.1/0.00 324.1/0.00Restrictor.1/0.00 Conduit/HydraulicRadius Link14/0.00Link16/0.00 Link18/0.00 Link20/0.00Link22/0.00 Link24/0.00 Link26/0.00Link31/0.00 Link33/0.00 Link34/0.00Link36/0.00 Link37/0.00 Link42.1.1/0.00Link38.1/0.00 Link46.1/0.00 Link45.1/0.00Link39.1/0.00 Link41/0.00 Link48/0.00227.1/0.00 231.1/0.00 235.1/0.00239.1/0.00 243.1/0.00 247.1/0.00251.1/0.00 255.1/0.00 324.1/0.00Restrictor.1/0.00 Conduit/Upstream/DownstreamElevation Link14/21.20/21.20Link16/20.31/20.31 Link18/19.43/19.43 Link20/19.69/19.69Link22/19.80/19.80 Link24/19.57/19.57 Link26/18.22/18.22Link31/11.47/11.47 Link33/11.46/11.46 Link34/22.28/22.28Link36/9.02/9.02 Link37/8.46/8.46 Link42.1.1/8.46/8.46Link38.1/12.51/12.51 Link46.1/8.00/8.00 Link45.1/8.00/8.00Link39.1/14.99/14.99 Link41/22.28/22.28 Link48/11.48/11.48227.1/22.70/22.70 231.1/21.16/21.16 235.1/20.31/20.31239.1/19.43/19.43 Page38 Coupland_Prop10yr_NoImpact.out 243.1/19.69/19.69 247.1/19.45/19.45251.1/18.85/18.85 255.1/12.50/12.50 324.1/11.47/11.47Restrictor.1/12.50/12.50 ########ImportantInformation######## Starttimeofuserhydrographswas...0.000000000000000E+000 Starttimeofthesimulationwas.....0.000000000000000E+000 Foundamatchbetweenuserhydrographandsimulationstarttime. ================================================================================ ===>Systeminflows(datagroupK3)at0.00hours(Junction/Inflow,cfs) Node35/0.00E+00 ######################################## ===>Systeminflows(datagroupK3)at0.05hours(Junction/Inflow,cfs) Node35/0.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at0.10hours(Junction/Inflow,cfs) Node35/0.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at0.20hours(Junction/Inflow,cfs) Node35/0.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at0.25hours(Junction/Inflow,cfs) Node35/0.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at0.35hours(Junction/Inflow,cfs) Node35/0.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at0.45hours(Junction/Inflow,cfs) Node35/0.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at0.50hours(Junction/Inflow,cfs) Node35/0.00E+00 Page39 Coupland_Prop10yr_NoImpact.out ######################################## ######################################## ===>Systeminflows(datagroupK3)at0.60hours(Junction/Inflow,cfs) Node35/0.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at0.70hours(Junction/Inflow,cfs) Node35/0.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at0.80hours(Junction/Inflow,cfs) Node35/0.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at0.85hours(Junction/Inflow,cfs) Node35/0.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at0.95hours(Junction/Inflow,cfs) Node35/0.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at1.05hours(Junction/Inflow,cfs) Node35/0.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at1.10hours(Junction/Inflow,cfs) Node35/0.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at1.20hours(Junction/Inflow,cfs) Node35/1.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at1.30hours(Junction/Inflow,cfs) Node35/3.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at1.35hours(Junction/Inflow,cfs) Page40 Coupland_Prop10yr_NoImpact.out Node35/6.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at1.45hours(Junction/Inflow,cfs) Node35/9.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at1.50hours(Junction/Inflow,cfs) Node35/1.30E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at1.60hours(Junction/Inflow,cfs) Node35/1.70E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at1.70hours(Junction/Inflow,cfs) Node35/2.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at1.80hours(Junction/Inflow,cfs) Node35/2.40E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at1.85hours(Junction/Inflow,cfs) Node35/2.70E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at1.95hours(Junction/Inflow,cfs) Node35/3.10E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at2.05hours(Junction/Inflow,cfs) Node35/3.40E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at2.10hours(Junction/Inflow,cfs) Node35/3.80E+00 ######################################## Page41 Coupland_Prop10yr_NoImpact.out ######################################## ===>Systeminflows(datagroupK3)at2.20hours(Junction/Inflow,cfs) Node35/4.10E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at2.30hours(Junction/Inflow,cfs) Node35/4.40E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at2.35hours(Junction/Inflow,cfs) Node35/4.70E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at2.45hours(Junction/Inflow,cfs) Node35/5.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at2.55hours(Junction/Inflow,cfs) Node35/5.30E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at2.60hours(Junction/Inflow,cfs) Node35/5.60E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at2.70hours(Junction/Inflow,cfs) Node35/5.90E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at2.75hours(Junction/Inflow,cfs) Node35/6.20E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at2.85hours(Junction/Inflow,cfs) Node35/6.50E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at2.95hours(Junction/Inflow,cfs) Page42 Coupland_Prop10yr_NoImpact.out Node35/6.80E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at3.00hours(Junction/Inflow,cfs) Node35/7.10E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at3.10hours(Junction/Inflow,cfs) Node35/7.40E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at3.20hours(Junction/Inflow,cfs) Node35/7.70E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at3.25hours(Junction/Inflow,cfs) Node35/7.90E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at3.35hours(Junction/Inflow,cfs) Node35/8.20E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at3.45hours(Junction/Inflow,cfs) Node35/8.50E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at3.50hours(Junction/Inflow,cfs) Node35/8.70E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at3.60hours(Junction/Inflow,cfs) Node35/9.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at3.70hours(Junction/Inflow,cfs) Node35/9.20E+00 ######################################## ######################################## Page43 Coupland_Prop10yr_NoImpact.out ===>Systeminflows(datagroupK3)at3.75hours(Junction/Inflow,cfs) Node35/9.50E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at3.85hours(Junction/Inflow,cfs) Node35/9.70E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at3.95hours(Junction/Inflow,cfs) Node35/9.90E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at4.00hours(Junction/Inflow,cfs) Node35/1.02E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at4.10hours(Junction/Inflow,cfs) Node35/1.04E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at4.20hours(Junction/Inflow,cfs) Node35/1.07E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at4.25hours(Junction/Inflow,cfs) Node35/1.09E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at4.35hours(Junction/Inflow,cfs) Node35/1.11E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at4.45hours(Junction/Inflow,cfs) Node35/1.13E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at4.50hours(Junction/Inflow,cfs) Node35/1.15E+01 Page44 Coupland_Prop10yr_NoImpact.out ######################################## ######################################## ===>Systeminflows(datagroupK3)at4.60hours(Junction/Inflow,cfs) Node35/1.18E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at4.70hours(Junction/Inflow,cfs) Node35/1.20E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at4.75hours(Junction/Inflow,cfs) Node35/1.22E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at4.85hours(Junction/Inflow,cfs) Node35/1.24E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at4.95hours(Junction/Inflow,cfs) Node35/1.26E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at5.00hours(Junction/Inflow,cfs) Node35/1.28E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at5.10hours(Junction/Inflow,cfs) Node35/1.30E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at5.20hours(Junction/Inflow,cfs) Node35/1.32E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at5.25hours(Junction/Inflow,cfs) Node35/1.34E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at5.35hours(Junction/Inflow,cfs) Page45 Coupland_Prop10yr_NoImpact.out Node35/1.36E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at5.45hours(Junction/Inflow,cfs) Node35/1.38E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at5.50hours(Junction/Inflow,cfs) Node35/1.40E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at5.60hours(Junction/Inflow,cfs) Node35/1.42E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at5.70hours(Junction/Inflow,cfs) Node35/1.44E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at5.75hours(Junction/Inflow,cfs) Node35/1.45E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at5.85hours(Junction/Inflow,cfs) Node35/1.47E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at5.95hours(Junction/Inflow,cfs) Node35/1.49E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at6.00hours(Junction/Inflow,cfs) Node35/1.51E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at6.10hours(Junction/Inflow,cfs) Node35/1.53E+01 ######################################## Page46 Coupland_Prop10yr_NoImpact.out ######################################## ===>Systeminflows(datagroupK3)at6.20hours(Junction/Inflow,cfs) Node35/1.54E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at6.25hours(Junction/Inflow,cfs) Node35/1.56E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at6.35hours(Junction/Inflow,cfs) Node35/1.58E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at6.45hours(Junction/Inflow,cfs) Node35/1.59E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at6.50hours(Junction/Inflow,cfs) Node35/1.61E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at6.60hours(Junction/Inflow,cfs) Node35/1.63E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at6.70hours(Junction/Inflow,cfs) Node35/1.64E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at6.75hours(Junction/Inflow,cfs) Node35/1.66E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at6.85hours(Junction/Inflow,cfs) Node35/1.68E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at6.95hours(Junction/Inflow,cfs) Page47 Coupland_Prop10yr_NoImpact.out Node35/1.69E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at7.00hours(Junction/Inflow,cfs) Node35/1.71E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at7.10hours(Junction/Inflow,cfs) Node35/1.72E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at7.20hours(Junction/Inflow,cfs) Node35/1.74E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at7.30hours(Junction/Inflow,cfs) Node35/1.75E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at7.35hours(Junction/Inflow,cfs) Node35/1.77E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at7.45hours(Junction/Inflow,cfs) Node35/1.79E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at7.55hours(Junction/Inflow,cfs) Node35/1.80E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at7.60hours(Junction/Inflow,cfs) Node35/1.82E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at7.70hours(Junction/Inflow,cfs) Node35/1.83E+01 ######################################## ######################################## Page48 Coupland_Prop10yr_NoImpact.out ===>Systeminflows(datagroupK3)at7.80hours(Junction/Inflow,cfs) Node35/1.85E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at7.85hours(Junction/Inflow,cfs) Node35/1.86E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at7.95hours(Junction/Inflow,cfs) Node35/1.87E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at8.05hours(Junction/Inflow,cfs) Node35/1.89E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at8.10hours(Junction/Inflow,cfs) Node35/1.90E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at8.20hours(Junction/Inflow,cfs) Node35/1.92E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at8.30hours(Junction/Inflow,cfs) Node35/1.93E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at8.35hours(Junction/Inflow,cfs) Node35/1.95E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at8.45hours(Junction/Inflow,cfs) Node35/1.96E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at8.55hours(Junction/Inflow,cfs) Node35/1.98E+01 Page49 Coupland_Prop10yr_NoImpact.out ######################################## ######################################## ===>Systeminflows(datagroupK3)at8.60hours(Junction/Inflow,cfs) Node35/1.99E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at8.70hours(Junction/Inflow,cfs) Node35/2.01E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at8.80hours(Junction/Inflow,cfs) Node35/2.02E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at8.85hours(Junction/Inflow,cfs) Node35/2.04E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at8.95hours(Junction/Inflow,cfs) Node35/2.05E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at9.05hours(Junction/Inflow,cfs) Node35/2.07E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at9.10hours(Junction/Inflow,cfs) Node35/2.08E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at9.20hours(Junction/Inflow,cfs) Node35/2.10E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at9.30hours(Junction/Inflow,cfs) Node35/2.11E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at9.35hours(Junction/Inflow,cfs) Page50 Coupland_Prop10yr_NoImpact.out Node35/2.13E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at9.45hours(Junction/Inflow,cfs) Node35/2.15E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at9.55hours(Junction/Inflow,cfs) Node35/2.16E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at9.60hours(Junction/Inflow,cfs) Node35/2.18E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at9.70hours(Junction/Inflow,cfs) Node35/2.20E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at9.80hours(Junction/Inflow,cfs) Node35/2.22E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at9.85hours(Junction/Inflow,cfs) Node35/2.24E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at9.95hours(Junction/Inflow,cfs) Node35/2.26E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at10.05hours(Junction/Inflow,cfs) Node35/2.29E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at10.10hours(Junction/Inflow,cfs) Node35/2.32E+01 ######################################## Page51 Coupland_Prop10yr_NoImpact.out ######################################## ===>Systeminflows(datagroupK3)at10.20hours(Junction/Inflow,cfs) Node35/2.35E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at10.30hours(Junction/Inflow,cfs) Node35/2.38E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at10.35hours(Junction/Inflow,cfs) Node35/2.42E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at10.45hours(Junction/Inflow,cfs) Node35/2.45E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at10.50hours(Junction/Inflow,cfs) Node35/2.49E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at10.60hours(Junction/Inflow,cfs) Node35/2.54E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at10.70hours(Junction/Inflow,cfs) Node35/2.59E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at10.75hours(Junction/Inflow,cfs) Node35/2.64E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at10.85hours(Junction/Inflow,cfs) Node35/2.70E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at10.95hours(Junction/Inflow,cfs) Page52 Coupland_Prop10yr_NoImpact.out Node35/2.76E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at11.00hours(Junction/Inflow,cfs) Node35/2.83E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at11.10hours(Junction/Inflow,cfs) Node35/2.90E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at11.20hours(Junction/Inflow,cfs) Node35/2.97E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at11.25hours(Junction/Inflow,cfs) Node35/3.05E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at11.35hours(Junction/Inflow,cfs) Node35/3.14E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at11.45hours(Junction/Inflow,cfs) Node35/3.22E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at11.50hours(Junction/Inflow,cfs) Node35/3.32E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at11.60hours(Junction/Inflow,cfs) Node35/3.41E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at11.70hours(Junction/Inflow,cfs) Node35/3.51E+01 ######################################## ######################################## Page53 Coupland_Prop10yr_NoImpact.out ===>Systeminflows(datagroupK3)at11.75hours(Junction/Inflow,cfs) Node35/3.62E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at11.85hours(Junction/Inflow,cfs) Node35/3.72E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at11.95hours(Junction/Inflow,cfs) Node35/3.84E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at12.00hours(Junction/Inflow,cfs) Node35/3.95E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at12.10hours(Junction/Inflow,cfs) Node35/4.08E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at12.20hours(Junction/Inflow,cfs) Node35/4.20E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at12.25hours(Junction/Inflow,cfs) Node35/4.34E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at12.35hours(Junction/Inflow,cfs) Node35/4.47E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at12.45hours(Junction/Inflow,cfs) Node35/4.61E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at12.50hours(Junction/Inflow,cfs) Node35/4.76E+01 Page54 Coupland_Prop10yr_NoImpact.out ######################################## ######################################## ===>Systeminflows(datagroupK3)at12.60hours(Junction/Inflow,cfs) Node35/4.91E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at12.70hours(Junction/Inflow,cfs) Node35/5.07E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at12.75hours(Junction/Inflow,cfs) Node35/5.23E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at12.85hours(Junction/Inflow,cfs) Node35/5.40E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at12.95hours(Junction/Inflow,cfs) Node35/5.57E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at13.00hours(Junction/Inflow,cfs) Node35/5.76E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at13.10hours(Junction/Inflow,cfs) Node35/5.97E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at13.20hours(Junction/Inflow,cfs) Node35/6.22E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at13.25hours(Junction/Inflow,cfs) Node35/6.50E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at13.35hours(Junction/Inflow,cfs) Page55 Coupland_Prop10yr_NoImpact.out Node35/6.81E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at13.45hours(Junction/Inflow,cfs) Node35/7.13E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at13.50hours(Junction/Inflow,cfs) Node35/7.47E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at13.60hours(Junction/Inflow,cfs) Node35/7.81E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at13.70hours(Junction/Inflow,cfs) Node35/8.17E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at13.75hours(Junction/Inflow,cfs) Node35/8.53E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at13.85hours(Junction/Inflow,cfs) Node35/8.90E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at13.95hours(Junction/Inflow,cfs) Node35/9.28E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at14.00hours(Junction/Inflow,cfs) Node35/9.68E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at14.10hours(Junction/Inflow,cfs) Node35/1.01E+02 ######################################## Page56 Coupland_Prop10yr_NoImpact.out ######################################## ===>Systeminflows(datagroupK3)at14.20hours(Junction/Inflow,cfs) Node35/1.05E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at14.25hours(Junction/Inflow,cfs) Node35/1.09E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at14.35hours(Junction/Inflow,cfs) Node35/1.14E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at14.45hours(Junction/Inflow,cfs) Node35/1.19E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at14.50hours(Junction/Inflow,cfs) Node35/1.24E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at14.60hours(Junction/Inflow,cfs) Node35/1.28E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at14.70hours(Junction/Inflow,cfs) Node35/1.34E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at14.75hours(Junction/Inflow,cfs) Node35/1.39E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at14.85hours(Junction/Inflow,cfs) Node35/1.44E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at14.95hours(Junction/Inflow,cfs) Page57 Coupland_Prop10yr_NoImpact.out Node35/1.50E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at15.00hours(Junction/Inflow,cfs) Node35/1.56E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at15.10hours(Junction/Inflow,cfs) Node35/1.62E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at15.20hours(Junction/Inflow,cfs) Node35/1.70E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at15.25hours(Junction/Inflow,cfs) Node35/1.78E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at15.35hours(Junction/Inflow,cfs) Node35/1.88E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at15.45hours(Junction/Inflow,cfs) Node35/1.98E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at15.50hours(Junction/Inflow,cfs) Node35/2.10E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at15.60hours(Junction/Inflow,cfs) Node35/2.23E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at15.70hours(Junction/Inflow,cfs) Node35/2.39E+02 ######################################## ######################################## Page58 Coupland_Prop10yr_NoImpact.out ===>Systeminflows(datagroupK3)at15.75hours(Junction/Inflow,cfs) Node35/2.59E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at15.85hours(Junction/Inflow,cfs) Node35/2.85E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at15.95hours(Junction/Inflow,cfs) Node35/3.22E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at16.05hours(Junction/Inflow,cfs) Node35/3.77E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at16.10hours(Junction/Inflow,cfs) Node35/4.51E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at16.20hours(Junction/Inflow,cfs) Node35/5.39E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at16.25hours(Junction/Inflow,cfs) Node35/6.27E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at16.35hours(Junction/Inflow,cfs) Node35/6.99E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at16.45hours(Junction/Inflow,cfs) Node35/7.49E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at16.55hours(Junction/Inflow,cfs) Node35/7.78E+02 Page59 Coupland_Prop10yr_NoImpact.out ######################################## ######################################## ===>Systeminflows(datagroupK3)at16.60hours(Junction/Inflow,cfs) Node35/7.93E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at16.70hours(Junction/Inflow,cfs) Node35/8.01E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at16.75hours(Junction/Inflow,cfs) Node35/8.06E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at16.85hours(Junction/Inflow,cfs) Node35/8.08E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at16.95hours(Junction/Inflow,cfs) Node35/8.08E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at17.00hours(Junction/Inflow,cfs) Node35/8.06E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at17.10hours(Junction/Inflow,cfs) Node35/8.04E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at17.20hours(Junction/Inflow,cfs) Node35/8.00E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at17.25hours(Junction/Inflow,cfs) Node35/7.96E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at17.35hours(Junction/Inflow,cfs) Page60 Coupland_Prop10yr_NoImpact.out Node35/7.90E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at17.45hours(Junction/Inflow,cfs) Node35/7.84E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at17.50hours(Junction/Inflow,cfs) Node35/7.78E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at17.60hours(Junction/Inflow,cfs) Node35/7.72E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at17.70hours(Junction/Inflow,cfs) Node35/7.65E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at17.75hours(Junction/Inflow,cfs) Node35/7.58E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at17.85hours(Junction/Inflow,cfs) Node35/7.52E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at17.95hours(Junction/Inflow,cfs) Node35/7.45E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at18.00hours(Junction/Inflow,cfs) Node35/7.38E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at18.10hours(Junction/Inflow,cfs) Node35/7.31E+02 ######################################## Page61 Coupland_Prop10yr_NoImpact.out ######################################## ===>Systeminflows(datagroupK3)at18.20hours(Junction/Inflow,cfs) Node35/7.24E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at18.25hours(Junction/Inflow,cfs) Node35/7.16E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at18.35hours(Junction/Inflow,cfs) Node35/7.09E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at18.45hours(Junction/Inflow,cfs) Node35/7.02E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at18.50hours(Junction/Inflow,cfs) Node35/6.94E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at18.60hours(Junction/Inflow,cfs) Node35/6.87E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at18.70hours(Junction/Inflow,cfs) Node35/6.80E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at18.75hours(Junction/Inflow,cfs) Node35/6.72E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at18.85hours(Junction/Inflow,cfs) Node35/6.65E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at18.95hours(Junction/Inflow,cfs) Page62 Coupland_Prop10yr_NoImpact.out Node35/6.57E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at19.00hours(Junction/Inflow,cfs) Node35/6.50E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at19.10hours(Junction/Inflow,cfs) Node35/6.42E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at19.20hours(Junction/Inflow,cfs) Node35/6.34E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at19.25hours(Junction/Inflow,cfs) Node35/6.26E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at19.35hours(Junction/Inflow,cfs) Node35/6.18E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at19.45hours(Junction/Inflow,cfs) Node35/6.10E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at19.50hours(Junction/Inflow,cfs) Node35/6.01E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at19.60hours(Junction/Inflow,cfs) Node35/5.93E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at19.70hours(Junction/Inflow,cfs) Node35/5.85E+02 ######################################## ######################################## Page63 Coupland_Prop10yr_NoImpact.out ===>Systeminflows(datagroupK3)at19.75hours(Junction/Inflow,cfs) Node35/5.77E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at19.85hours(Junction/Inflow,cfs) Node35/5.69E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at19.95hours(Junction/Inflow,cfs) Node35/5.61E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at20.00hours(Junction/Inflow,cfs) Node35/5.54E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at20.10hours(Junction/Inflow,cfs) Node35/5.46E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at20.20hours(Junction/Inflow,cfs) Node35/5.38E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at20.30hours(Junction/Inflow,cfs) Node35/5.31E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at20.35hours(Junction/Inflow,cfs) Node35/5.23E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at20.45hours(Junction/Inflow,cfs) Node35/5.16E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at20.55hours(Junction/Inflow,cfs) Node35/5.09E+02 Page64 Coupland_Prop10yr_NoImpact.out ######################################## ######################################## ===>Systeminflows(datagroupK3)at20.60hours(Junction/Inflow,cfs) Node35/5.02E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at20.70hours(Junction/Inflow,cfs) Node35/4.94E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at20.80hours(Junction/Inflow,cfs) Node35/4.88E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at20.85hours(Junction/Inflow,cfs) Node35/4.81E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at20.95hours(Junction/Inflow,cfs) Node35/4.74E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at21.05hours(Junction/Inflow,cfs) Node35/4.67E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at21.10hours(Junction/Inflow,cfs) Node35/4.60E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at21.20hours(Junction/Inflow,cfs) Node35/4.54E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at21.30hours(Junction/Inflow,cfs) Node35/4.47E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at21.35hours(Junction/Inflow,cfs) Page65 Coupland_Prop10yr_NoImpact.out Node35/4.41E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at21.45hours(Junction/Inflow,cfs) Node35/4.35E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at21.55hours(Junction/Inflow,cfs) Node35/4.28E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at21.60hours(Junction/Inflow,cfs) Node35/4.22E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at21.70hours(Junction/Inflow,cfs) Node35/4.16E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at21.80hours(Junction/Inflow,cfs) Node35/4.10E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at21.85hours(Junction/Inflow,cfs) Node35/4.04E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at21.95hours(Junction/Inflow,cfs) Node35/3.99E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at22.05hours(Junction/Inflow,cfs) Node35/3.93E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at22.10hours(Junction/Inflow,cfs) Node35/3.87E+02 ######################################## Page66 Coupland_Prop10yr_NoImpact.out ######################################## ===>Systeminflows(datagroupK3)at22.20hours(Junction/Inflow,cfs) Node35/3.82E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at22.30hours(Junction/Inflow,cfs) Node35/3.76E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at22.35hours(Junction/Inflow,cfs) Node35/3.71E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at22.45hours(Junction/Inflow,cfs) Node35/3.66E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at22.55hours(Junction/Inflow,cfs) Node35/3.61E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at22.60hours(Junction/Inflow,cfs) Node35/3.56E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at22.70hours(Junction/Inflow,cfs) Node35/3.51E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at22.80hours(Junction/Inflow,cfs) Node35/3.46E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at22.85hours(Junction/Inflow,cfs) Node35/3.41E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at22.95hours(Junction/Inflow,cfs) Page67 Coupland_Prop10yr_NoImpact.out Node35/3.36E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at23.05hours(Junction/Inflow,cfs) Node35/3.31E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at23.10hours(Junction/Inflow,cfs) Node35/3.27E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at23.20hours(Junction/Inflow,cfs) Node35/3.22E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at23.30hours(Junction/Inflow,cfs) Node35/3.18E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at23.35hours(Junction/Inflow,cfs) Node35/3.13E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at23.45hours(Junction/Inflow,cfs) Node35/3.09E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at23.55hours(Junction/Inflow,cfs) Node35/3.04E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at23.60hours(Junction/Inflow,cfs) Node35/3.00E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at23.70hours(Junction/Inflow,cfs) Node35/2.96E+02 ######################################## ######################################## Page68 Coupland_Prop10yr_NoImpact.out ===>Systeminflows(datagroupK3)at23.80hours(Junction/Inflow,cfs) Node35/2.92E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at23.85hours(Junction/Inflow,cfs) Node35/2.88E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at23.95hours(Junction/Inflow,cfs) Node35/2.84E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at24.05hours(Junction/Inflow,cfs) Node35/2.80E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at24.10hours(Junction/Inflow,cfs) Node35/2.75E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at24.20hours(Junction/Inflow,cfs) Node35/2.71E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at24.30hours(Junction/Inflow,cfs) Node35/2.66E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at24.35hours(Junction/Inflow,cfs) Node35/2.62E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at24.45hours(Junction/Inflow,cfs) Node35/2.57E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at24.55hours(Junction/Inflow,cfs) Node35/2.52E+02 Page69 Coupland_Prop10yr_NoImpact.out ######################################## ######################################## ===>Systeminflows(datagroupK3)at24.60hours(Junction/Inflow,cfs) Node35/2.47E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at24.70hours(Junction/Inflow,cfs) Node35/2.42E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at24.80hours(Junction/Inflow,cfs) Node35/2.38E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at24.85hours(Junction/Inflow,cfs) Node35/2.33E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at24.95hours(Junction/Inflow,cfs) Node35/2.29E+02 ######################################## Cycle500Time25Hrs0.00Min Junction/Depth/Elevation===>"*"JunctionisSurcharged. Node13/0.46/23.20Node14/0.50/23.20 Node15/0.77/21.97 Node16/0.81/21.97Node17/0.83/21.14 Node18/0.69/21.14 Node19/1.67/21.10Node20/1.47/21.10 Node21/1.39/21.08 Node22/1.28/21.08Node23/1.57/21.02 Node24/1.15/21.02 Node25/0.60/20.17Node26/0.50/19.35 Node27/0.82/19.04 Node28/4.47/15.94Node31/4.52/16.00 Node33/4.39/15.85 Node34/0.92/23.20Node35/4.52/16.01 Node36/6.71/15.73 Node37/7.17/15.63Node41/7.17/15.63 Link42.1/3.44/15.95 Node23.1.1/7.96/15.96Node19.1.1/7.96/15.96 Node18.1.1/0.97/15.96 Page70 Coupland_Prop10yr_NoImpact.out Node34.1.1/0.26/16.58Node39/0.24/23.39 Node40/3.44/15.94 Conduit/FLOW===>"*"Conduitusesthenormalflowoption. Link14/0.14*Link16/0.15* Link18/0.19Link20/1.03 Link22/1.12Link24/1.21 Link26/1.22Link31/230.19 Link33/234.29Link34/0.14 Link36/237.77Link37/244.90 Link42.1.1/248.99Link38.1/0.90 Link46.1/0.63Link45.1/0.60 Link39.1/0.31Link41/0.13* Link48/229.15227.1/0.14 231.1/0.14235.1/0.17 239.1/1.00243.1/1.06 247.1/1.17251.1/1.22 255.1/1.23324.1/2.46 Restrictor.1/1.21W14/0.00 W15/0.00W17/0.00 W20/0.00W21/0.00 W24/0.00W25/0.00 W27/0.00W42/0.00 FREE#1/249.05 ######################################## ===>Systeminflows(datagroupK3)at25.05hours(Junction/Inflow,cfs) Node35/2.25E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at25.10hours(Junction/Inflow,cfs) Node35/2.20E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at25.20hours(Junction/Inflow,cfs) Node35/2.16E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at25.25hours(Junction/Inflow,cfs) Node35/2.12E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at25.35hours(Junction/Inflow,cfs) Node35/2.08E+02 Page71 Coupland_Prop10yr_NoImpact.out ######################################## ######################################## ===>Systeminflows(datagroupK3)at25.45hours(Junction/Inflow,cfs) Node35/2.04E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at25.50hours(Junction/Inflow,cfs) Node35/2.01E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at25.60hours(Junction/Inflow,cfs) Node35/1.97E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at25.70hours(Junction/Inflow,cfs) Node35/1.93E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at25.75hours(Junction/Inflow,cfs) Node35/1.90E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at25.85hours(Junction/Inflow,cfs) Node35/1.86E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at25.95hours(Junction/Inflow,cfs) Node35/1.82E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at26.00hours(Junction/Inflow,cfs) Node35/1.79E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at26.10hours(Junction/Inflow,cfs) Node35/1.76E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at26.20hours(Junction/Inflow,cfs) Page72 Coupland_Prop10yr_NoImpact.out Node35/1.72E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at26.25hours(Junction/Inflow,cfs) Node35/1.69E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at26.35hours(Junction/Inflow,cfs) Node35/1.66E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at26.45hours(Junction/Inflow,cfs) Node35/1.63E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at26.50hours(Junction/Inflow,cfs) Node35/1.60E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at26.60hours(Junction/Inflow,cfs) Node35/1.57E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at26.70hours(Junction/Inflow,cfs) Node35/1.54E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at26.75hours(Junction/Inflow,cfs) Node35/1.51E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at26.85hours(Junction/Inflow,cfs) Node35/1.48E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at26.95hours(Junction/Inflow,cfs) Node35/1.45E+02 ######################################## Page73 Coupland_Prop10yr_NoImpact.out ######################################## ===>Systeminflows(datagroupK3)at27.00hours(Junction/Inflow,cfs) Node35/1.43E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at27.10hours(Junction/Inflow,cfs) Node35/1.40E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at27.20hours(Junction/Inflow,cfs) Node35/1.37E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at27.25hours(Junction/Inflow,cfs) Node35/1.35E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at27.35hours(Junction/Inflow,cfs) Node35/1.32E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at27.45hours(Junction/Inflow,cfs) Node35/1.30E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at27.50hours(Junction/Inflow,cfs) Node35/1.27E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at27.60hours(Junction/Inflow,cfs) Node35/1.25E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at27.70hours(Junction/Inflow,cfs) Node35/1.22E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at27.75hours(Junction/Inflow,cfs) Page74 Coupland_Prop10yr_NoImpact.out Node35/1.20E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at27.85hours(Junction/Inflow,cfs) Node35/1.18E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at27.95hours(Junction/Inflow,cfs) Node35/1.16E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at28.00hours(Junction/Inflow,cfs) Node35/1.14E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at28.10hours(Junction/Inflow,cfs) Node35/1.11E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at28.20hours(Junction/Inflow,cfs) Node35/1.09E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at28.25hours(Junction/Inflow,cfs) Node35/1.07E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at28.35hours(Junction/Inflow,cfs) Node35/1.05E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at28.45hours(Junction/Inflow,cfs) Node35/1.03E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at28.50hours(Junction/Inflow,cfs) Node35/1.01E+02 ######################################## ######################################## Page75 Coupland_Prop10yr_NoImpact.out ===>Systeminflows(datagroupK3)at28.60hours(Junction/Inflow,cfs) Node35/9.95E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at28.70hours(Junction/Inflow,cfs) Node35/9.76E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at28.75hours(Junction/Inflow,cfs) Node35/9.58E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at28.85hours(Junction/Inflow,cfs) Node35/9.40E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at28.95hours(Junction/Inflow,cfs) Node35/9.22E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at29.00hours(Junction/Inflow,cfs) Node35/9.05E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at29.10hours(Junction/Inflow,cfs) Node35/8.88E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at29.20hours(Junction/Inflow,cfs) Node35/8.71E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at29.25hours(Junction/Inflow,cfs) Node35/8.55E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at29.35hours(Junction/Inflow,cfs) Node35/8.39E+01 Page76 Coupland_Prop10yr_NoImpact.out ######################################## ######################################## ===>Systeminflows(datagroupK3)at29.45hours(Junction/Inflow,cfs) Node35/8.23E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at29.50hours(Junction/Inflow,cfs) Node35/8.07E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at29.60hours(Junction/Inflow,cfs) Node35/7.92E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at29.70hours(Junction/Inflow,cfs) Node35/7.77E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at29.75hours(Junction/Inflow,cfs) Node35/7.63E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at29.85hours(Junction/Inflow,cfs) Node35/7.48E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at29.95hours(Junction/Inflow,cfs) Node35/7.34E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at30.00hours(Junction/Inflow,cfs) Node35/7.20E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at30.10hours(Junction/Inflow,cfs) Node35/7.07E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at30.20hours(Junction/Inflow,cfs) Page77 Coupland_Prop10yr_NoImpact.out Node35/6.94E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at30.25hours(Junction/Inflow,cfs) Node35/6.81E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at30.35hours(Junction/Inflow,cfs) Node35/6.68E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at30.45hours(Junction/Inflow,cfs) Node35/6.55E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at30.50hours(Junction/Inflow,cfs) Node35/6.43E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at30.60hours(Junction/Inflow,cfs) Node35/6.31E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at30.70hours(Junction/Inflow,cfs) Node35/6.19E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at30.75hours(Junction/Inflow,cfs) Node35/6.07E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at30.85hours(Junction/Inflow,cfs) Node35/5.96E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at30.95hours(Junction/Inflow,cfs) Node35/5.85E+01 ######################################## Page78 Coupland_Prop10yr_NoImpact.out ######################################## ===>Systeminflows(datagroupK3)at31.00hours(Junction/Inflow,cfs) Node35/5.74E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at31.10hours(Junction/Inflow,cfs) Node35/5.63E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at31.20hours(Junction/Inflow,cfs) Node35/5.52E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at31.25hours(Junction/Inflow,cfs) Node35/5.42E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at31.35hours(Junction/Inflow,cfs) Node35/5.32E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at31.45hours(Junction/Inflow,cfs) Node35/5.22E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at31.50hours(Junction/Inflow,cfs) Node35/5.12E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at31.60hours(Junction/Inflow,cfs) Node35/5.02E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at31.70hours(Junction/Inflow,cfs) Node35/4.93E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at31.75hours(Junction/Inflow,cfs) Page79 Coupland_Prop10yr_NoImpact.out Node35/4.84E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at31.85hours(Junction/Inflow,cfs) Node35/4.75E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at31.95hours(Junction/Inflow,cfs) Node35/4.66E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at32.00hours(Junction/Inflow,cfs) Node35/4.57E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at32.10hours(Junction/Inflow,cfs) Node35/4.48E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at32.20hours(Junction/Inflow,cfs) Node35/4.40E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at32.25hours(Junction/Inflow,cfs) Node35/4.32E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at32.35hours(Junction/Inflow,cfs) Node35/4.23E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at32.45hours(Junction/Inflow,cfs) Node35/4.15E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at32.50hours(Junction/Inflow,cfs) Node35/4.08E+01 ######################################## ######################################## Page80 Coupland_Prop10yr_NoImpact.out ===>Systeminflows(datagroupK3)at32.60hours(Junction/Inflow,cfs) Node35/4.00E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at32.70hours(Junction/Inflow,cfs) Node35/3.92E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at32.75hours(Junction/Inflow,cfs) Node35/3.85E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at32.85hours(Junction/Inflow,cfs) Node35/3.78E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at32.95hours(Junction/Inflow,cfs) Node35/3.71E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at33.00hours(Junction/Inflow,cfs) Node35/3.64E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at33.10hours(Junction/Inflow,cfs) Node35/3.57E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at33.20hours(Junction/Inflow,cfs) Node35/3.50E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at33.25hours(Junction/Inflow,cfs) Node35/3.43E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at33.35hours(Junction/Inflow,cfs) Node35/3.37E+01 Page81 Coupland_Prop10yr_NoImpact.out ######################################## ######################################## ===>Systeminflows(datagroupK3)at33.45hours(Junction/Inflow,cfs) Node35/3.31E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at33.50hours(Junction/Inflow,cfs) Node35/3.24E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at33.60hours(Junction/Inflow,cfs) Node35/3.18E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at33.70hours(Junction/Inflow,cfs) Node35/3.12E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at33.75hours(Junction/Inflow,cfs) Node35/3.06E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at33.85hours(Junction/Inflow,cfs) Node35/3.01E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at33.95hours(Junction/Inflow,cfs) Node35/2.95E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at34.00hours(Junction/Inflow,cfs) Node35/2.89E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at34.10hours(Junction/Inflow,cfs) Node35/2.84E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at34.20hours(Junction/Inflow,cfs) Page82 Coupland_Prop10yr_NoImpact.out Node35/2.78E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at34.25hours(Junction/Inflow,cfs) Node35/2.73E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at34.35hours(Junction/Inflow,cfs) Node35/2.68E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at34.45hours(Junction/Inflow,cfs) Node35/2.63E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at34.50hours(Junction/Inflow,cfs) Node35/2.58E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at34.60hours(Junction/Inflow,cfs) Node35/2.53E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at34.70hours(Junction/Inflow,cfs) Node35/2.48E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at34.75hours(Junction/Inflow,cfs) Node35/2.43E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at34.85hours(Junction/Inflow,cfs) Node35/2.39E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at34.95hours(Junction/Inflow,cfs) Node35/2.34E+01 ######################################## Page83 Coupland_Prop10yr_NoImpact.out ######################################## ===>Systeminflows(datagroupK3)at35.00hours(Junction/Inflow,cfs) Node35/2.30E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at35.10hours(Junction/Inflow,cfs) Node35/2.25E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at35.20hours(Junction/Inflow,cfs) Node35/2.21E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at35.25hours(Junction/Inflow,cfs) Node35/2.17E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at35.35hours(Junction/Inflow,cfs) Node35/2.13E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at35.45hours(Junction/Inflow,cfs) Node35/2.09E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at35.50hours(Junction/Inflow,cfs) Node35/2.05E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at35.60hours(Junction/Inflow,cfs) Node35/2.01E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at35.70hours(Junction/Inflow,cfs) Node35/1.97E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at35.75hours(Junction/Inflow,cfs) Page84 Coupland_Prop10yr_NoImpact.out Node35/1.93E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at35.85hours(Junction/Inflow,cfs) Node35/1.89E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at35.95hours(Junction/Inflow,cfs) Node35/1.86E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at36.00hours(Junction/Inflow,cfs) Node35/1.82E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at36.10hours(Junction/Inflow,cfs) Node35/1.78E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at36.20hours(Junction/Inflow,cfs) Node35/1.75E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at36.25hours(Junction/Inflow,cfs) Node35/1.72E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at36.35hours(Junction/Inflow,cfs) Node35/1.68E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at36.45hours(Junction/Inflow,cfs) Node35/1.65E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at36.50hours(Junction/Inflow,cfs) Node35/1.62E+01 ######################################## ######################################## Page85 Coupland_Prop10yr_NoImpact.out ===>Systeminflows(datagroupK3)at36.60hours(Junction/Inflow,cfs) Node35/1.58E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at36.70hours(Junction/Inflow,cfs) Node35/1.55E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at36.75hours(Junction/Inflow,cfs) Node35/1.52E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at36.85hours(Junction/Inflow,cfs) Node35/1.49E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at36.95hours(Junction/Inflow,cfs) Node35/1.46E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at37.00hours(Junction/Inflow,cfs) Node35/1.43E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at37.10hours(Junction/Inflow,cfs) Node35/1.40E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at37.20hours(Junction/Inflow,cfs) Node35/1.37E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at37.25hours(Junction/Inflow,cfs) Node35/1.34E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at37.35hours(Junction/Inflow,cfs) Node35/1.31E+01 Page86 Coupland_Prop10yr_NoImpact.out ######################################## ######################################## ===>Systeminflows(datagroupK3)at37.45hours(Junction/Inflow,cfs) Node35/1.29E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at37.50hours(Junction/Inflow,cfs) Node35/1.26E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at37.60hours(Junction/Inflow,cfs) Node35/1.23E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at37.70hours(Junction/Inflow,cfs) Node35/1.21E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at37.75hours(Junction/Inflow,cfs) Node35/1.18E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at37.85hours(Junction/Inflow,cfs) Node35/1.16E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at37.95hours(Junction/Inflow,cfs) Node35/1.13E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at38.00hours(Junction/Inflow,cfs) Node35/1.11E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at38.10hours(Junction/Inflow,cfs) Node35/1.08E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at38.20hours(Junction/Inflow,cfs) Page87 Coupland_Prop10yr_NoImpact.out Node35/1.06E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at38.25hours(Junction/Inflow,cfs) Node35/1.03E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at38.35hours(Junction/Inflow,cfs) Node35/1.01E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at38.45hours(Junction/Inflow,cfs) Node35/9.90E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at38.50hours(Junction/Inflow,cfs) Node35/9.60E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at38.60hours(Junction/Inflow,cfs) Node35/9.40E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at38.70hours(Junction/Inflow,cfs) Node35/9.20E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at38.75hours(Junction/Inflow,cfs) Node35/8.90E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at38.85hours(Junction/Inflow,cfs) Node35/8.70E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at38.95hours(Junction/Inflow,cfs) Node35/8.40E+00 ######################################## Page88 Coupland_Prop10yr_NoImpact.out ######################################## ===>Systeminflows(datagroupK3)at39.00hours(Junction/Inflow,cfs) Node35/8.20E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at39.10hours(Junction/Inflow,cfs) Node35/7.90E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at39.20hours(Junction/Inflow,cfs) Node35/7.60E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at39.25hours(Junction/Inflow,cfs) Node35/7.30E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at39.35hours(Junction/Inflow,cfs) Node35/7.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at39.45hours(Junction/Inflow,cfs) Node35/6.50E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at39.50hours(Junction/Inflow,cfs) Node35/5.80E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at39.60hours(Junction/Inflow,cfs) Node35/5.10E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at39.70hours(Junction/Inflow,cfs) Node35/4.40E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at39.75hours(Junction/Inflow,cfs) Page89 Coupland_Prop10yr_NoImpact.out Node35/4.10E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at39.85hours(Junction/Inflow,cfs) Node35/3.90E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at39.95hours(Junction/Inflow,cfs) Node35/3.60E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at40.00hours(Junction/Inflow,cfs) Node35/3.50E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at40.10hours(Junction/Inflow,cfs) Node35/3.30E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at40.20hours(Junction/Inflow,cfs) Node35/3.20E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at40.25hours(Junction/Inflow,cfs) Node35/3.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at40.35hours(Junction/Inflow,cfs) Node35/2.90E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at40.45hours(Junction/Inflow,cfs) Node35/2.80E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at40.50hours(Junction/Inflow,cfs) Node35/2.70E+00 ######################################## ######################################## Page90 Coupland_Prop10yr_NoImpact.out ===>Systeminflows(datagroupK3)at40.60hours(Junction/Inflow,cfs) Node35/2.60E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at40.70hours(Junction/Inflow,cfs) Node35/2.50E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at40.75hours(Junction/Inflow,cfs) Node35/2.40E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at40.85hours(Junction/Inflow,cfs) Node35/2.30E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at40.95hours(Junction/Inflow,cfs) Node35/2.20E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at41.00hours(Junction/Inflow,cfs) Node35/2.10E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at41.10hours(Junction/Inflow,cfs) Node35/2.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at41.20hours(Junction/Inflow,cfs) Node35/2.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at41.25hours(Junction/Inflow,cfs) Node35/1.90E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at41.35hours(Junction/Inflow,cfs) Node35/1.80E+00 Page91 Coupland_Prop10yr_NoImpact.out ######################################## ######################################## ===>Systeminflows(datagroupK3)at41.45hours(Junction/Inflow,cfs) Node35/1.80E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at41.50hours(Junction/Inflow,cfs) Node35/1.70E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at41.60hours(Junction/Inflow,cfs) Node35/1.60E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at41.70hours(Junction/Inflow,cfs) Node35/1.60E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at41.75hours(Junction/Inflow,cfs) Node35/1.50E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at41.85hours(Junction/Inflow,cfs) Node35/1.50E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at41.95hours(Junction/Inflow,cfs) Node35/1.40E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at42.00hours(Junction/Inflow,cfs) Node35/1.30E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at42.10hours(Junction/Inflow,cfs) Node35/1.30E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at42.20hours(Junction/Inflow,cfs) Page92 Coupland_Prop10yr_NoImpact.out Node35/1.20E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at42.25hours(Junction/Inflow,cfs) Node35/1.20E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at42.35hours(Junction/Inflow,cfs) Node35/1.10E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at42.45hours(Junction/Inflow,cfs) Node35/1.10E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at42.50hours(Junction/Inflow,cfs) Node35/1.10E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at42.60hours(Junction/Inflow,cfs) Node35/1.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at42.70hours(Junction/Inflow,cfs) Node35/1.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at42.75hours(Junction/Inflow,cfs) Node35/9.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at42.85hours(Junction/Inflow,cfs) Node35/9.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at42.95hours(Junction/Inflow,cfs) Node35/9.00E01 ######################################## Page93 Coupland_Prop10yr_NoImpact.out ######################################## ===>Systeminflows(datagroupK3)at43.00hours(Junction/Inflow,cfs) Node35/8.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at43.10hours(Junction/Inflow,cfs) Node35/8.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at43.20hours(Junction/Inflow,cfs) Node35/8.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at43.25hours(Junction/Inflow,cfs) Node35/8.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at43.35hours(Junction/Inflow,cfs) Node35/7.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at43.45hours(Junction/Inflow,cfs) Node35/7.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at43.50hours(Junction/Inflow,cfs) Node35/7.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at43.60hours(Junction/Inflow,cfs) Node35/7.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at43.70hours(Junction/Inflow,cfs) Node35/6.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at43.75hours(Junction/Inflow,cfs) Page94 Coupland_Prop10yr_NoImpact.out Node35/6.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at43.85hours(Junction/Inflow,cfs) Node35/6.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at43.95hours(Junction/Inflow,cfs) Node35/6.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at44.00hours(Junction/Inflow,cfs) Node35/5.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at44.10hours(Junction/Inflow,cfs) Node35/5.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at44.20hours(Junction/Inflow,cfs) Node35/5.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at44.25hours(Junction/Inflow,cfs) Node35/5.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at44.35hours(Junction/Inflow,cfs) Node35/5.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at44.45hours(Junction/Inflow,cfs) Node35/4.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at44.50hours(Junction/Inflow,cfs) Node35/4.00E01 ######################################## ######################################## Page95 Coupland_Prop10yr_NoImpact.out ===>Systeminflows(datagroupK3)at44.60hours(Junction/Inflow,cfs) Node35/4.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at44.70hours(Junction/Inflow,cfs) Node35/4.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at44.75hours(Junction/Inflow,cfs) Node35/4.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at44.85hours(Junction/Inflow,cfs) Node35/3.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at44.95hours(Junction/Inflow,cfs) Node35/3.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at45.00hours(Junction/Inflow,cfs) Node35/3.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at45.10hours(Junction/Inflow,cfs) Node35/3.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at45.20hours(Junction/Inflow,cfs) Node35/3.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at45.25hours(Junction/Inflow,cfs) Node35/3.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at45.35hours(Junction/Inflow,cfs) Node35/3.00E01 Page96 Coupland_Prop10yr_NoImpact.out ######################################## ######################################## ===>Systeminflows(datagroupK3)at45.45hours(Junction/Inflow,cfs) Node35/2.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at45.50hours(Junction/Inflow,cfs) Node35/2.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at45.60hours(Junction/Inflow,cfs) Node35/2.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at45.70hours(Junction/Inflow,cfs) Node35/2.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at45.75hours(Junction/Inflow,cfs) Node35/2.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at45.85hours(Junction/Inflow,cfs) Node35/2.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at45.95hours(Junction/Inflow,cfs) Node35/2.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at46.00hours(Junction/Inflow,cfs) Node35/2.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at46.10hours(Junction/Inflow,cfs) Node35/1.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at46.20hours(Junction/Inflow,cfs) Page97 Coupland_Prop10yr_NoImpact.out Node35/1.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at46.25hours(Junction/Inflow,cfs) Node35/1.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at46.35hours(Junction/Inflow,cfs) Node35/1.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at46.45hours(Junction/Inflow,cfs) Node35/1.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at46.50hours(Junction/Inflow,cfs) Node35/1.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at46.60hours(Junction/Inflow,cfs) Node35/1.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at46.70hours(Junction/Inflow,cfs) Node35/1.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at46.75hours(Junction/Inflow,cfs) Node35/1.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at46.85hours(Junction/Inflow,cfs) Node35/1.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at46.95hours(Junction/Inflow,cfs) Node35/1.00E01 ######################################## Page98 Coupland_Prop10yr_NoImpact.out ######################################## ===>Systeminflows(datagroupK3)at47.00hours(Junction/Inflow,cfs) Node35/0.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at47.10hours(Junction/Inflow,cfs) Node35/0.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at47.20hours(Junction/Inflow,cfs) Node35/0.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at47.25hours(Junction/Inflow,cfs) Node35/0.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at47.35hours(Junction/Inflow,cfs) Node35/0.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at47.45hours(Junction/Inflow,cfs) Node35/0.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at47.50hours(Junction/Inflow,cfs) Node35/0.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at47.60hours(Junction/Inflow,cfs) Node35/0.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at47.70hours(Junction/Inflow,cfs) Node35/0.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at47.75hours(Junction/Inflow,cfs) Page99 Coupland_Prop10yr_NoImpact.out Node35/0.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at47.85hours(Junction/Inflow,cfs) Node35/0.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at47.95hours(Junction/Inflow,cfs) Node35/0.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at48.00hours(Junction/Inflow,cfs) Node35/0.00E+00 ######################################## *===================================================* |TableE5JunctionTimeLimitationSummary| |(0.10or0.25)*Depth*Area| |Timestep=| |SumofFlow| *===================================================* |Thetimethisjunctionwasthelimitingjunction| |islistedinthethirdcolumn.| *===================================================* JunctionTime(.10)Time(.25)Time(sec) Node13254.97637.411800.0 Node14263.04657.600.0 Node15128.35320.8848060.0 Node16143.24358.10540.0 Node17104.27260.660.0 Node1887.58218.950.0 Node1977.12192.800.0 Node20102.30255.761620.0 Node21102.03255.080.0 Node2250.19125.47180.0 Node23120.90302.240.0 Node24150.06375.150.0 Node2529.0372.57180.0 Node26216.50541.250.0 Node2732.2980.72180.0 Node2862.65156.62720.0 Node3181.42203.540.0 Page100 Coupland_Prop10yr_NoImpact.out Node33110.36275.910.0 Node34240.49601.230.0 Node3544.15110.3874340.0 Node3684.76211.900.0 Node37118.60296.500.0 Node411800.001800.000.0 Link42.118.0445.09540.0 Node23.1.111.2328.071980.0 Node19.1.11.022.5425380.0 Node18.1.15.1312.83360.0 Node34.1.11.213.0316560.0 Node39228.15570.390.0 Node4046.56116.39360.0 Thejunctionrequiringthesmallesttimestepwas...Node35 *==========================================================* |TableE5aConduitExplicitConditionSummary| |Courant=ConduitLength| |Timestep=| |Velocity+sqrt(g*depth)| || |ConduitImplicitConditionSummary| |Courant=ConduitLength| |Timestep=| |Velocity| *==========================================================* |The3rdcolumnistheExplicittimesteptimesthe| |minimumcouranttimestepfactor| || |MinimumConduitTimeStepinsecondsinthe4thcolumn| |inthelist.Maximumpossibleis10*maximumtimestep| || |The5thcolumnisthemaximumchangeatanytimestep| |duringthesimulation.The6thcolumnisthewobble| |valuewhichisanindicatoroftheflowstability.| || |Youshouldusethissectiontofindthoseconduitsthat| |areslowingyourmodeldown.Usemodifyconduitsto| |alterthelengthoftheslowconduitstomakeyour| |simulationfaster,orchangetheconduitnameto| |"CHME?????"where?????areanycharacters,thiswill| Page101 Coupland_Prop10yr_NoImpact.out |lengthentheconduitbasedonthemodeltimestep,| |notthevaluelistedinmodifyconduits.| *==========================================================* ConduitTime(exp)Expl*CminTime(imp)Time(min)MaxQchange WobbleTypeofSoln Link1411.0811.0830.9721.00.013 0.020NormalSoln Link163.803.8014.200.00.008 0.019NormalSoln Link1835.3935.39895.190.00.019 0.063NormalSoln Link2014.8014.80111.550.00.034 0.213NormalSoln Link2236.6636.66321.920.00.030 0.885NormalSoln Link2433.0433.04135.300.00.025 0.237NormalSoln Link264.374.3710.570.00.026 0.051NormalSoln Link3113.4613.4686.950.00.441 0.078NormalSoln Link3312.7212.7271.140.00.632 0.061NormalSoln Link348.378.3757.630.00.008 0.025NormalSoln Link3632.8432.84207.090.00.577 0.006NormalSoln Link3746.9846.98447.490.00.407 0.020NormalSoln Link42.1.11.241.2412.712496.02.246 0.610NormalSoln Link38.151.9051.90318.810.00.076 3.122NormalSoln Link46.11.911.9115.44309.00.532 175.123NormalSoln Link45.13.963.9626.586.01.264 6.994NormalSoln Link39.112.7612.7679.350.00.017 5.526NormalSoln Link4122.7622.7691.080.00.009 0.037NormalSoln Link482.542.5414.920.03.416 0.056NormalSoln 227.14.534.5318.350.00.006 0.740NormalSoln Page102 Coupland_Prop10yr_NoImpact.out 231.13.743.7430.420.00.006 1.410NormalSoln 235.12.932.9327.040.00.011 0.899NormalSoln 239.11.821.824.9848.00.034 2.117NormalSoln 243.11.991.995.150.00.032 3.093NormalSoln 247.11.401.403.740.00.027 1.234NormalSoln 251.13.103.106.570.00.026 2.421NormalSoln 255.16.866.8612.580.00.027 0.681NormalSoln 324.12.382.3815.100.00.242 3.150NormalSoln Restrictor.198.4898.48246.830.00.223 3.391NormalSoln Theconduitwiththesmallesttimesteplimitationwas..Link42.1.1 Theconduitwiththelargestwobblewas.................Link46.1 Theconduitwiththelargestflowchangeinany consecutivetimestep...................................Link48 ************************************************ Page103 Coupland_Prop10yr_NoImpact.out *EndoftimestepDOloopinRunoff* ************************************************ FinalDate(Mo/Day/Year)=1/2/2016 Totalnumberoftimesteps=2878 FinalJulianDate=2016002 Finaltimeofday=86280.seconds. Finaltimeofday=23.97hours. Finalrunningtime=47.9667hours. Finalrunningtime=1.9986days. **************************************************** *ExtrapolationSummaryforWatersheds* *Explainsthenumberoftimestepsanditerations* *usedinthesolutionofthesubcatchments.* *#Steps==>TotalNumberofExtrapolatedSteps* *#Calls==>TotalNumberofOVERLNDCalls* **************************************************** Subcatchment#Steps#CallsSubcatchment#Steps#Calls Subcatchment#Steps#Calls Node34.1.1#1170015667Node18.1.1#1169955665 Node39#1169145638 Node17#1166295543Node19#1173885796 ######################################################### #RainfallinputsummaryfromRunoffContinuityCheck# ######################################################### Totalrainfallreadforgage#1is7.7600in Totalrainfalldurationforgage#1is1440.00minutes ************************************************************ *TableR5.CONTINUITYCHECKFORSURFACEWATER* *Anycontinuityerrorcanbefixedbyloweringthe* *wetandtransitiontimestep.Thetransitiontime* *shouldnotbemuchgreaterthanthewettimestep.* ************************************************************ Inchesover cubicfeetTotalBasin TotalPrecipitation(RainplusSnow)7.025299E+057.760 TotalInfiltration1.026656E+051.134 TotalEvaporation1.294903E+040.143 SurfaceRunofffromWatersheds5.869235E+056.483 TotalWaterremaininginSurfaceStorage0.000000E+000.000 Page104 Coupland_Prop10yr_NoImpact.out InfiltrationoverthePerviousArea...1.026656E+052.644 Infiltration+Evaporation+ SurfaceRunoff+Snowremoval+ WaterremaininginSurfaceStorage+ WaterremaininginSnowCover.........7.025381E+057.760 TotalPrecipitation+InitialStorage.7.025299E+057.760 Theerrorincontinuityiscalculatedas *************************************** *Precipitation+InitialSnowCover* *Infiltration* *EvaporationSnowremoval* *SurfaceRunofffromWatersheds* *WaterinSurfaceStorage* *WaterremaininginSnowCover* ** *Precipitation+InitialSnowCover* *************************************** PercentContinuityError...............0.0012 **************************************************** *TableR6.ContinuityCheckforChannel/Pipes* *Youshouldhavezerocontinuityerror* *ifyouarenotusingrunoffhydraulics* **************************************************** Inches over cubicfeetTotal Basin InitialChannel/PipeStorage................0.000000E+000.000 FinalChannel/PipeStorage..................0.000000E+000.000 SurfaceRunofffromWatersheds..............5.869235E+056.483 GroundwaterSubsurfaceInfloworDiversion..0.000000E+000.000 EvaporationLossfromChannels..............0.000000E+000.000 GroundwaterFlowDivertedOutofNetwork....0.000000E+000.000 Channel/Pipe/InletOutflow..................5.869235E+056.483 InitialStorage+Inflow....................5.869235E+056.483 FinalStorage+Outflow+DivertedGW.......5.869235E+056.483 ******************************************** *FinalStorage+Outflow+Evaporation* *WatershedRunoffGroundwaterInflow* *InitialChannel/PipeStorage* ** *FinalStorage+Outflow+Evaporation* ******************************************** Page105 Coupland_Prop10yr_NoImpact.out PercentContinuityError....................0.0000 ################################################## #TableR9.SummaryStatisticsforSubcatchments# ################################################## Note:TotalRunoffDepthincludespervious&imperviousareas. PerviousandImperviousRunoffDepthisonlytherunofffromthosetwo areas. Forcatchmentsreceivingredirectedflow,thisflowwillonlybeshownif theflowisnot directeddirectlytotheoutlet.Flowthatisgettingredirectedisalso listedwith theoriginalsubcatchment. Subcatchment...........Node34.1.1#1Node18.1.1#1 Node39#1Node17#1Node19#1 Area(acres)...........5.200004.87000 2.270000.3600012.24000 PercentImpervious.....67.0000067.00000 50.0000067.0000050.00000 TotalRainfall(in)....7.760007.76000 7.760007.760007.76000 MaxIntensity(in/hr)..5.880005.88000 5.880005.880005.88000 PerviousArea TotalRunoffDepth(in)5.087255.08760 4.984225.099964.95659 PeakRunoffRate(cfs).4.976474.66700 2.398700.3626512.06413 TotalImperviousArea TotalRunoffDepth(in)7.595397.59550 7.599377.599377.59471 PeakRunoffRate(cfs).10.9974410.31188 3.749090.7967119.17074 ImperviousAreawithdepressionstorage TotalRunoffDepth(in)5.696555.69663 5.699535.699535.69603 PeakRunoffRate(cfs).8.248087.73391 2.811820.5975314.37806 Page106 Coupland_Prop10yr_NoImpact.out ImperviousAreawithoutdepressionstorage TotalRunoffDepth(in)1.898851.89888 1.899841.899841.89868 PeakRunoffRate(cfs).2.749362.57797 0.937270.199184.79269 TotalArea TotalRunoffDepth(in)6.767716.76789 6.291806.774566.27565 PeakRunoffRate(cfs).15.9739214.97888 6.084411.1593630.83203 RationalFormula PerviousTc.(mins)....0.000000.00000 0.000000.000000.00000 Perv.Intensity(in/hr)0.000000.00000 0.000000.000000.00000 PerviousC............0.000000.00000 0.000000.000000.00000 ImperviousTc.(mins)..0.000000.00000 0.000000.000000.00000 Imp.Intensity(in/hr).0.000000.00000 0.000000.000000.00000 ImperviousC..........0.000000.00000 0.000000.000000.00000 PartialArea(Ha)......0.000000.00000 0.000000.000000.00000 PartialAreaTc........0.000000.00000 0.000000.000000.00000 PartialAreaIntensity.0.000000.00000 0.000000.000000.00000 ===>Runoffsimulationendednormally. *==================================================* |TableE6.FinalModelCondition| |Thistableisusedforsteadystate| |flowcomparisonandistheinformation| |savedtothehotrestartfile.| |FinalTime=48.050hours| *==================================================* Junction/Depth/Elevation===>"*"JunctionisSurcharged. Node13/0.26/23.00/Node14/0.30/23.00/ Node15/0.60/21.80/ Page107 Coupland_Prop10yr_NoImpact.out Node16/0.64/21.80/Node17/0.44/20.75/ Node18/0.30/20.75/ Node19/0.78/20.21/Node20/0.58/20.21/ Node21/0.52/20.21/ Node22/0.41/20.21/Node23/0.75/20.20/ Node24/0.33/20.20/ Node25/0.24/19.81/Node26/0.01/18.86/ Node27/0.58/18.80/ Node28/0.02/11.49/Node31/0.01/11.49/ Node33/0.00/11.46/ Node34/0.76/23.04/Node35/0.00/11.49/ Node36/0.01/9.03/ Node37/0.01/8.47/Node41/0.00/8.46/ Link42.1/0.03/12.54/ Node23.1.1/6.91/14.91/Node19.1.1/6.91/14.91/ Node18.1.1/0.00/14.99/ Node34.1.1/0.00/16.32/Node39/0.00/23.15/ Node40/0.02/12.52/ Conduit/Flow===>"*"Conduitusesthenormalflowoption. Link14/0.00*/Link16/0.00*/ Link18/0.00*/ Link20/0.00/Link22/0.00/ Link24/0.00/ Link26/0.00*/Link31/0.00/ Link33/0.00/ Link34/0.00/Link36/0.00*/ Link37/0.00*/ Link42.1.1/0.00/Link38.1/0.00/ Link46.1/0.00/ Link45.1/0.00*/Link39.1/0.00/ Link41/0.00*/ Link48/0.00/227.1/0.00/ 231.1/0.00/ 235.1/0.00/239.1/0.00/ 243.1/0.00/ 247.1/0.00/251.1/0.00/ 255.1/0.00/ 324.1/0.00/Restrictor.1/0.00/ W14/0.00/ W15/0.00/W17/0.00/ W20/0.00/ W21/0.00/W24/0.00/ W25/0.00/ W27/0.00/W42/0.00/ FREE#1/0.00/ Conduit/Velocity Page108 Coupland_Prop10yr_NoImpact.out Link14/0.00/Link16/0.00/ Link18/0.00/ Link20/0.00/Link22/0.02/ Link24/0.06/ Link26/0.01/Link31/0.00/ Link33/0.02/ Link34/0.00/Link36/0.06/ Link37/0.05/ Link42.1.1/0.04/Link38.1/0.00/ Link46.1/0.00/ Link45.1/0.00/Link39.1/0.00/ Link41/0.00/ Link48/0.00/227.1/0.00/ 231.1/0.00/ 235.1/0.00/239.1/0.00/ 243.1/0.01/ 247.1/0.00/251.1/0.27/ 255.1/0.56/ 324.1/0.18/Restrictor.1/0.08/ Conduit/Width Link14/0.17/Link16/0.04/ Link18/0.30/ Link20/0.81/Link22/0.53/ Link24/0.14/ Link26/0.38/Link31/0.22/ Link33/0.29/ Link34/0.44/Link36/0.10/ Link37/0.14/ Link42.1.1/0.14/Link38.1/1.37/ Link46.1/0.02/ Link45.1/1.37/Link39.1/0.98/ Link41/0.44/ Link48/0.01/227.1/1.53/ 231.1/2.18/ 235.1/1.65/239.1/2.29/ 243.1/1.26/ 247.1/2.23/251.1/0.98/ 255.1/1.18/ 324.1/1.96/Restrictor.1/0.74/ Junction/EGL Node13/0.26/Node14/0.30/ Node15/0.60/ Node16/0.64/Node17/0.44/ Node18/0.30/ Node19/0.78/Node20/0.58/ Node21/0.52/ Page109 Coupland_Prop10yr_NoImpact.out Node22/0.41/Node23/0.75/ Node24/0.33/ Node25/0.24/Node26/0.69/ Node27/0.58/ Node28/1.02/Node31/0.01/ Node33/0.00/ Node34/0.76/Node35/0.00/ Node36/0.01/ Node37/0.01/Node41/0.00/ Link42.1/0.03/ Node23.1.1/6.91/Node19.1.1/6.91/ Node18.1.1/1.00/ Node34.1.1/0.00/Node39/0.00/ Node40/3.78/ Junction/Freeboard Node13/17.00/Node14/17.00/ Node15/18.20/ Node16/18.20/Node17/19.25/ Node18/19.25/ Node19/19.79/Node20/19.79/ Node21/19.79/ Node22/19.79/Node23/19.80/ Node24/19.80/ Node25/20.19/Node26/21.14/ Node27/21.20/ Node28/28.51/Node31/28.51/ Node33/28.54/ Node34/16.96/Node35/28.51/ Node36/30.97/ Node37/31.53/Node41/31.54/ Link42.1/27.46/ Node23.1.1/25.09/Node19.1.1/25.09/ Node18.1.1/25.01/ Node34.1.1/23.68/Node39/16.85/ Node40/27.48/ Junction/MaxVolume Node13/13.98/Node14/14.38/ Node15/30.97/ Node16/31.38/Node17/42.10/ Node18/40.29/ Node19/53.03/Node20/47.13/ Node21/45.98/ Node22/41.26/Node23/44.50/ Node24/37.45/ Node25/29.00/Node26/23.11/ Node27/28.05/ Page110 Coupland_Prop10yr_NoImpact.out Node28/110.29/Node31/110.60/ Node33/109.86/ Node34/20.39/Node35/110.57/ Node36/139.93/ Node37/145.96/Node41/145.93/ Link42.1/150.41/ Node23.1.1/217.49/Node19.1.1/218.18/ Node18.1.1/131.39/ Node34.1.1/119.48/Node39/14.36/ Node40/97.44/ Junction/TotalFldng Node13/0.00/Node14/0.00/ Node15/0.00/ Node16/0.00/Node17/0.00/ Node18/0.00/ Node19/0.00/Node20/0.00/ Node21/0.00/ Node22/0.00/Node23/0.00/ Node24/0.00/ Node25/0.00/Node26/0.00/ Node27/0.00/ Node28/0.00/Node31/0.00/ Node33/0.00/ Node34/0.00/Node35/0.00/ Node36/0.00/ Node37/0.00/Node41/0.00/ Link42.1/0.00/ Node23.1.1/0.00/Node19.1.1/0.00/ Node18.1.1/0.00/ Node34.1.1/0.00/Node39/0.00/ Node40/0.00/ Conduit/CrossSectionalArea Link14/0.03/Link16/0.00/ Link18/0.08/ Link20/0.15/Link22/0.06/ Link24/0.02/ Link26/0.11/Link31/0.09/ Link33/0.15/ Link34/0.17/Link36/0.05/ Link37/0.07/ Link42.1.1/0.08/Link38.1/0.00/ Link46.1/9.68/ Link45.1/0.00/Link39.1/0.00/ Link41/0.17/ Link48/0.01/227.1/0.28/ 231.1/0.99/ Page111 Coupland_Prop10yr_NoImpact.out 235.1/0.36/239.1/1.25/ 243.1/0.15/ 247.1/1.16/251.1/0.00/ 255.1/0.00/ 324.1/0.02/Restrictor.1/0.01/ Conduit/FinalVolume Link14/1.96/Link16/0.08/ Link18/19.02/ Link20/17.45/Link22/16.11/ Link24/4.68/ Link26/4.08/Link31/17.96/ Link33/29.23/ Link34/8.20/Link36/25.39/ Link37/49.31/ Link42.1.1/1.59/Link38.1/0.01/ Link46.1/484.04/ Link45.1/0.00/Link39.1/0.00/ Link41/22.26/ Link48/0.25/227.1/9.32/ 231.1/36.98/ 235.1/11.99/239.1/41.69/ 243.1/5.06/ 247.1/27.85/251.1/0.20/ 255.1/0.25/ 324.1/0.70/Restrictor.1/40.00/ Conduit/HydraulicRadius Link14/0.01/Link16/0.00/ Link18/0.02/ Link20/0.05/Link22/0.03/ Link24/0.01/ Link26/0.03/Link31/0.00/ Link33/0.01/ Link34/0.04/Link36/0.00/ Link37/0.01/ Link42.1.1/0.01/Link38.1/0.00/ Link46.1/0.88/ Link45.1/0.00/Link39.1/0.01/ Link41/0.04/ Link48/0.00/227.1/0.17/ 231.1/0.37/ 235.1/0.20/239.1/0.43/ 243.1/0.11/ 247.1/0.41/251.1/0.01/ 255.1/0.01/ 324.1/0.02/Restrictor.1/0.02/ Page112 Coupland_Prop10yr_NoImpact.out Conduit/Upstream/DownstreamElevation Link14/23.00/21.80Link16/21.80/20.75 Link18/20.75/20.21/ Link20/20.21/20.21Link22/20.20/20.21 Link24/20.20/19.81/ Link26/18.86/18.80Link31/11.49/11.49 Link33/11.49/11.46/ Link34/23.00/23.04Link36/11.46/9.03 Link37/9.03/8.47/ Link42.1.1/8.47/8.46Link38.1/12.54/12.54 Link46.1/14.91/14.91/ Link45.1/14.91/14.91Link39.1/16.32/15.99 Link41/23.15/23.04/ Link48/11.49/11.49227.1/23.00/23.00 231.1/21.80/21.80/ 235.1/20.75/20.75239.1/20.21/20.21 243.1/20.21/20.21/ 247.1/20.20/20.20251.1/19.81/19.54 255.1/18.80/16.27/ 324.1/12.52/12.49Restrictor.1/12.54/12.52 *=========================================================* |TableE7IterationSummary| *=========================================================* Totalnumberoftimestepssimulated............960 Totalnumberofpassesinthesimulation........210067 Totalnumberoftimestepsduringsimulation....75927 Ratioofactual#oftimesteps/NTCYC.........79.091 Averagenumberofiterationspertimestep......2.767 Averagetimestepsize(seconds)................2.276 Smallesttimestepsize(seconds)................1.011 Largesttimestepsize(seconds)................180.000 AverageminimumConduitCouranttimestep(sec).4.068 Averageminimumimplicittimestep(sec)........2.276 Averageminimumjunctiontimestep(sec)........2.276 AverageCourantFactorTf.......................2.276 Numberoftimesomegareduced...................0 *=========================================================* |TableE8JunctionTimeStepLimitationSummary| *=========================================================* |NotConvr=Numberoftimesthisjunctiondidnot| |convergeduringthesimulation.| |AvgConvr=Averagejunctioniterations.| |Converr=Meanconvergenceerror.| Page113 Coupland_Prop10yr_NoImpact.out |OmegaCng=Changeofomegaduringiterations| |MaxItern=Maximumnumberofiterations| *=========================================================* JunctionNotConvrAvgConvrTotalIttOmegaCngMaxIternIttrn>10 Ittrn>25Ittrn>40 Node13361.941471740501451 435421 Node1401.2594933090 00 Node1501.2393422060 00 Node1601.31995320111 00 Node1701.5912068301813 00 Node1801.611222530356 10 Node1901.6012172609477 32 Node2001.871420660894 21 Node2101.43108920050 00 Node2201.471118190111 00 Node2301.801367470253 10 Node2401.791359940583 11 Node2501.3199573060 00 Node2601.561187350111 00 Node2712.221682740501323 300287 Node2802.52191233060 00 Node3102.962247050500170 167163 Node3301.70128721050 00 Node34301.811374500501414 383375 Node3502.26171852049583 7773 Node3601.68127429050 Page114 Coupland_Prop10yr_NoImpact.out 00 Node3703.5927241804392 21 Node41173197.5314997580050172597 7240372272 Link42.1241.82138319050177 7777 Node23.1.1363.082341300501428 172120 Node19.1.1333.9329806305012519 465262 Node18.1.132.30174890050196 9393 Node34.1.131.55117627050142 4039 Node3901.1688117050 00 Node40283.792879050501365 338328 Totalnumberofiterationsforalljunctions..19412290 Minimumnumberofpossibleiterations.........2277810 Efficiencyofthesimulation..................8.52 PoorEfficiency Page115 Coupland_Prop10yr_NoImpact.out *==========================================================* |ExtranEfficiencyisanindicatoroftheefficiencyof| |thesimulation.Idealefficiencyisoneiterationper| |timestep.Alteringtheunderrelaxationparameter,| |loweringthetimestep,increasingtheflowandhead| |tolerancearegoodwaysofimprovingtheefficiency,| |anotherisloweringtheinternaltimestep.Thelowerthe| |efficiencygenerallythefasteryourmodelwillrun.| |Ifyourefficiencyislessthan1.5thenyoumaytry| |increasingyourtimestepsothatyouroverallsimulation| |isfaster.Idealefficiencywouldbearound2.0| || |GoodEfficiency<1.5meaniterations| |ExcellentEfficiency<2.5and>1.5meaniterations| |GoodEfficiency<4.0and>2.5meaniterations| |FairEfficiency<7.5and>4.0meaniterations| |PoorEfficiency>7.5meaniterations| *==========================================================* *======================================================* |TableE9JUNCTIONSUMMARYSTATISTICS| |TheMaximumareaisonlytheareaofthenode,it| |doesnotincludetheareaofthesurroundingconduits| *======================================================* UppermostMaximumTimeFeetof MaximumMaximumMaximumMaximum GroundPipeCrownJunctionofSurcharge FreeboardJunctionGutterGutterGutter JunctionElevationElevationElevationOccurenceatMaxof nodeAreaDepthWidthVelocity NamefeetfeetfeetHr.Min.Elevation feetft^2feetfeetft/s Node1340.0027.8623.8516330.00 16.1512.56600.000.000.00 Node1440.0027.8223.8416330.00 16.1612.56600.000.000.00 Node1540.0026.3223.6616350.00 16.3412.56600.000.000.00 Node1640.0026.6223.6616360.00 16.3412.56600.000.000.00 Node1740.0025.5123.6616350.00 16.3412.56600.000.000.00 Node1840.0025.5723.6616350.00 16.3412.56600.000.000.00 Page116 Coupland_Prop10yr_NoImpact.out Node1940.0024.5223.6516350.00 16.3512.56600.000.000.00 Node2040.0025.1723.3816370.00 16.6212.56600.000.000.00 Node2140.0024.7123.3516370.00 16.6512.56600.000.000.00 Node2240.0025.5023.0816390.00 16.9212.56600.000.000.00 Node2340.0025.5222.9916400.00 17.0112.56600.000.000.00 Node2440.0026.2822.8516400.00 17.1512.56600.000.000.00 Node2540.0025.9121.8816410.00 18.1212.56600.000.000.00 Node2640.0025.2420.6916430.00 19.3112.56600.000.000.00 Node2740.0024.6120.4516440.00 19.5512.56600.000.000.00 Node2840.0029.4420.2517150.00 19.7512.56600.000.000.00 Node3140.0027.8420.2817150.00 19.7212.56600.000.000.00 Node3340.0029.4320.2017150.00 19.8012.56600.000.000.00 Node3440.0027.1023.9016290.00 16.1012.56600.000.000.00 Node3540.0027.8220.2917150.00 19.7112.56600.000.000.00 Node3640.0028.0520.1617160.00 19.8412.56600.000.000.00 Node3740.0028.4020.0817160.00 19.9212.56600.000.000.00 Node4140.0028.4020.0717160.00 19.9312.56600.000.000.00 Link42.140.0017.5124.4816156.97 15.5212.56600.000.000.00 Node23.1.140.0018.4225.3116156.89 14.6912.56600.000.000.00 Node19.1.140.0018.4225.3616156.94 14.6412.56600.000.000.00 Node18.1.140.0018.4925.4516156.96 14.5512.56600.000.000.00 Node34.1.140.0018.8225.8316157.01 14.1712.56600.000.000.00 Node3940.0027.9724.2916210.00 15.7112.56600.000.000.00 Node4040.0019.2720.2517150.98 19.7512.56600.000.000.00 Page117 Coupland_Prop10yr_NoImpact.out *======================================================* |TableE10CONDUITSUMMARYSTATISTICS| |Note:Thepeakflowmaybelessthanthedesignflow| |andtheconduitmaystillsurchargebecauseofthe| |downstreamboundaryconditions.| || |*denotesanopenconduitthathasbeenovertopped| |thisisapotentialsourceofsevereerrors| *======================================================* ConduitMaximumMaximumTimeMaximum TimeRatioofMaximumWaterRatio DesignDesignVerticalComputedofComputed ofMax.toElevatPipeEndsd/D ConduitFlowVelocityDepthFlowOccurenceVelocity OccurenceDesignUpstreamDwnstrmUSDS Name(cfs)(ft/s)(in)(cfs)Hr.Min.(ft/s)Hr. Min.Flow(ft)(ft) Link14596.74837.626257.84005.908916242.2206 1670.009923.844323.66470.1750.449 Link16887.901911.347057.84005.751816231.6423 1650.006523.657223.66060.3850.616 Link18264.74153.383357.84006.736816470.2844 1820.025423.656323.65010.6030.820 Link20316.72763.692560.240032.567416281.0559 16150.102823.380423.34930.6440.729 Link2272.59770.564664.200031.856916360.8774 16210.438823.083422.99150.5450.531 Link24267.18702.367673.320031.664916402.0705 16390.118522.850521.87780.4390.340 Link261249.14610.084476.680031.611416413.6756 16260.025320.689120.45250.2880.349 Link3122103.960.7876196.3200805.40221712.2995 16180.036420.281820.24660.5380.536 Link3329068.210.9626215.6400846.454217582.7099 16170.029120.246620.20290.4880.487 Link34500.43806.395457.84005.964216210.8608 16180.011923.902823.85280.1790.326 Link36284979.09.2782215.6400840.24501742.4244 16170.002920.202920.15530.4870.620 Link3782357.802.9857228.3600835.465517121.6677 16420.010120.155320.07510.5850.610 Link42.1.111938.340.0000239.2800834.868117161.5748 17170.069920.075120.07320.5830.582 Link38.129.03123.017442.000033.467616173.4508 Page118 Coupland_Prop10yr_NoImpact.out 16171.152825.308224.47912.9682.991 Link46.13.18160.000042.000034.851416173.5479 161710.954225.362825.30814.9614.945 Link45.129.30113.045542.000033.948916173.5001 16171.158625.445725.36292.9872.984 Link39.114.76883.008730.000017.595016183.5439 16181.191425.827925.44573.8033.782 Link41325.15044.155357.84006.036816191.4721 16180.018624.292523.90280.2370.337 Link4846955.911.7426195.9600807.522817592.5653 16180.017220.289420.28180.5390.539 227.112.31122.508030.00003.03981681.8323 1680.246923.852823.84430.4450.458 231.111.60382.363930.00005.832116231.2357 16230.502623.664723.65720.9860.999 235.126.59945.418830.00006.426816231.3028 16230.241623.660623.65631.2841.339 239.132.61146.643530.000032.955716266.6868 16261.010623.650123.38041.5761.580 243.121.24734.328530.000032.246916326.5264 16321.517723.349323.08341.2801.221 247.154.305811.063130.000031.680616396.4130 16390.583422.991522.85061.2491.360 251.126.15195.327630.000031.653116417.3158 16411.210421.877821.45570.8310.766 255.195.046013.446336.000031.607316439.9064 16180.332520.452520.25390.5511.328 324.156.16852.860660.000056.030116262.8482 16300.997520.253920.24661.5491.551 Restrictor.121.01330.537722.800133.8746161711.6582 16171.612124.479120.25396.3004.081 W14UndefndUndefndUndefnd3.15601624 W15UndefndUndefndUndefnd0.000000 W17UndefndUndefndUndefnd1.32221635 W20UndefndUndefndUndefnd0.000000 W21UndefndUndefndUndefnd0.000000 W24UndefndUndefndUndefnd0.000000 W25UndefndUndefndUndefnd0.000000 W27UndefndUndefndUndefnd0.000000 W42UndefndUndefndUndefnd0.000000 FREE#1UndefndUndefndUndefnd834.83871716 *==================================================* |TableE11.Areaassumptionsusedintheanalysis| |SubcriticalandCriticalflowassumptionsfrom| |SubroutineHead.SeeFigure171inthe| |manualforfurtherinformation.| Page119 Coupland_Prop10yr_NoImpact.out *==================================================* DurationDurationDurat.ofDurat.of ofofSubUpstreamDownstreamMaximum MaximumMaximum ConduitDryCriticalCriticalCriticalHydraulic XSectVel*D NameFlow(min)Flow(min)Flow(min)Flow(min)Radiusm Area(ft^2)(ft^2/s) Link14171.712693.780.0014.510.458 6.9922.822 Link16145.802734.200.000.000.890 17.6771.681 Link18107.492772.510.000.001.273 37.2850.876 Link2051.442828.560.000.001.482 41.0833.199 Link2278.772742.5558.690.001.424 37.0722.403 Link24135.931289.800.001454.271.162 12.6134.924 Link26138.222741.780.000.000.878 11.6506.641 Link3169.102810.900.000.005.084 440.58216.363 Link3369.802810.200.000.005.140 403.38918.718 Link34295.381501.891082.730.000.724 4.4401.030 Link3670.602809.400.000.005.238 498.38519.923 Link3770.602809.400.000.006.003 520.04618.840 Link42.1.171.802808.200.000.006.236 530.10718.288 Link38.1195.27857.520.001827.211.048 9.86627.761 Link46.19.002871.000.000.001.065 10.08648.166 Link45.1101.672611.920.00166.411.065 10.08628.102 Link39.19.00512.930.002358.070.760 5.13525.512 Link4115.002865.000.000.000.561 5.5582.010 Link4880.492799.510.000.005.155 Page120 Coupland_Prop10yr_NoImpact.out 406.58618.073 227.1107.272772.730.000.000.579 2.1511.705 231.1124.252755.750.000.000.761 4.8962.851 235.156.562823.440.000.000.760 5.1323.831 239.125.502851.243.260.000.758 5.08026.055 243.171.602799.468.940.000.760 5.10120.303 247.1120.432759.570.000.000.756 5.03320.902 251.1138.110.000.002741.890.760 4.19614.608 255.1143.56458.730.002277.700.790 5.60719.358 324.1145.581576.540.001157.881.521 20.58419.361 Restrictor.1125.872754.130.000.000.578 2.97281.613 *===========================================* |TableE12.MeanConduitFlowInformation| *===========================================* MeanTotalMeanLowMean MeanMeanMean ConduitFlowFlowPercentFlowFroude HydraulicCrossConduit Name(cfs)(ft^3)ChangeWeightngNumber RadiusAreaRoughness Link140.30051764.4930.0000.9760.256 0.1120.3260.040 Link160.29951731.5970.0000.9800.326 0.1190.6130.040 Link180.35160648.6230.0000.9890.038 0.2752.4450.040 Link201.966339687.0870.0000.9970.047 0.4785.3170.040 Link221.967339827.5300.0000.9940.055 0.4325.6030.040 Link241.968339997.5520.0000.9830.205 0.3532.2290.040 Link261.968340099.9080.0000.9820.284 0.2461.3230.040 Link31129.97022458838.0450.0000.9950.127 Page121 Coupland_Prop10yr_NoImpact.out 2.033122.0700.032 Link33133.38923049637.8420.0000.9950.198 1.920106.0360.032 Link340.30051756.7620.0000.9500.043 0.3262.0420.040 Link36133.47923065087.7540.0000.9950.220 1.923110.6200.032 Link37133.69723102820.7100.0000.9950.092 2.539148.9430.032 Link42.1.1133.73323109024.1450.0000.9950.073 2.758165.0740.032 Link38.11.423245879.3040.0000.9700.365 0.4022.8930.013 Link46.11.429246923.3640.0001.0000.012 0.8729.6340.013 Link45.11.432247446.5040.0000.9800.256 0.3952.8100.013 Link39.10.738127610.6940.0000.9790.602 0.2511.2170.013 Link410.30051867.2530.0001.0000.102 0.1590.6430.040 Link48129.96522457914.5860.0000.9930.152 1.973108.6830.032 227.10.25644304.0390.0000.9890.076 0.2790.6710.015 231.10.30051761.5600.0000.9860.036 0.4361.3970.015 235.10.34058809.9500.0000.9970.027 0.4411.6280.013 239.11.966339687.3430.0001.0000.079 0.6323.1000.015 243.11.966339778.6870.0000.9950.125 0.4621.8630.015 247.11.967339970.7030.0000.9860.091 0.6092.8710.013 251.11.968340093.4760.0000.9820.822 0.2290.6690.015 255.11.968340005.2870.0000.9811.694 0.1800.5740.013 324.13.397586992.1410.0000.9810.261 0.7377.9360.013 Restrictor.11.429246890.7920.0000.9850.138 0.3551.6660.003 W140.0437454.308 W150.0000.000 W170.0101769.544 W200.0000.000 W210.0000.000 Page122 Coupland_Prop10yr_NoImpact.out W240.0000.000 W250.0000.000 W270.0000.000 W420.0000.000 FREE#1133.72323107250.441 *===============================================================* |TableE13.Channellosses(H),headwaterdepth(HW),tailwater| |depth(TW),criticalandnormaldepth(YcandYn).| |Usethissectionforculvertcomparisons| *===============================================================* ConduitMaximumHeadFrictionCriticalNormalHW TW NameFlowLossLossDepthDepthElevat Elevat Link145.9070.0000.5820.7640.82623.830 23.494MaxFlow Link165.7350.0000.0070.7530.70123.487 23.494MaxFlow Link186.7360.0000.0100.8021.18523.552 23.544MaxFlow Link2032.5420.0000.0421.3521.97323.336 23.301MaxFlow Link220.0010.0000.0060.0010.01420.204 20.212MaxFlow Link2431.6440.0000.7121.6602.97022.850 21.878MaxFlow Link2631.6110.0000.3571.5141.66920.675 20.423MaxFlow Link31805.0540.0000.0373.35512.05920.202 20.165MaxFlow Link33845.3920.0000.0463.87712.43120.165 20.118MaxFlow Link340.0000.0000.0000.0000.00023.000 23.040MaxFlow Link36839.9270.0000.1023.8664.62820.174 20.124MaxFlow Link37835.4660.0000.0874.6357.77420.151 20.070MaxFlow Link42.1.1834.7580.0000.0024.46311.61320.075 20.073MaxFlow Link38.133.2460.0001.1751.7843.50022.838 21.680MaxFlow Link46.131.7970.0000.0481.7433.50022.915 22.838MaxFlow Page123 Coupland_Prop10yr_NoImpact.out Link45.130.1320.0000.0731.6952.97123.211 22.915MaxFlow Link39.115.5170.0000.3571.3282.18922.906 22.561MaxFlow Link416.0260.0000.4440.7711.04824.292 23.897MaxFlow Link48807.4640.0000.0083.8088.35120.210 20.202MaxFlow 227.13.0340.0000.0280.5690.84523.671 23.645MaxFlow 231.15.8250.0000.0090.7981.25323.494 23.487MaxFlow 235.10.0020.0000.0000.0020.00220.751 20.751MaxFlow 239.10.0000.0000.0000.0000.00020.212 20.212MaxFlow 243.10.0010.0000.0000.0010.00120.212 20.212MaxFlow 247.10.0010.0000.0000.0010.00120.204 20.204MaxFlow 251.131.6530.0000.3781.9162.50021.878 21.456MaxFlow 255.131.5560.0000.6951.8211.19020.451 19.824MaxFlow 324.156.0070.0000.0202.1004.09018.901 18.881MaxFlow Restrictor.133.0890.0004.5022.0361.90021.680 17.638MaxFlow *==========================================================* |TableE13a.CULVERTANALYSISCLASSIFICATION,| |andthetimetheculvertwasinaparticular| |classificationduringthesimulation.Thetimeis| |inminutes.TheDynamicWaveEquationisusedfor| |allconduitanalysisbuttheculvertflowclassification| |conditionisbasedontheHWandTWdepths.| *==========================================================* MildMildSteepMildMild SlopeSlopeTWSlopeTWSlugFlowSlopeSlope CriticalDControlInsignfOutlet/TW>DTW<=D ConduitOutletOutletEntranceEntranceOutletOutlet OutletInletInlet NameControlControlControlControlControlControl ControlControlConfiguration Page124 Coupland_Prop10yr_NoImpact.out Link143.0002694.000183.0000.0000.0000.000 0.0000.000None Link160.0002214.000423.000126.0000.0000.000 117.0000.000None Link180.0002775.000105.0000.0000.0000.000 0.0000.000None Link200.0002829.00051.0000.0000.0000.000 0.0000.000None Link220.0002802.00078.0000.0000.0000.000 0.0000.000None Link24810.0001935.000135.0000.0000.0000.000 0.0000.000None Link260.0002742.000138.0000.0000.0000.000 0.0000.000None Link310.0002811.00069.0000.0000.0000.000 0.0000.000None Link330.0002811.00069.0000.0000.0000.000 0.0000.000None Link340.0002604.000105.000171.0000.0000.000 0.0000.000None Link360.0002811.00069.0000.0000.0000.000 0.0000.000None Link370.0002811.00069.0000.0000.0000.000 0.0000.000None Link42.1.10.0002811.0000.00069.0000.0000.000 0.0000.000None Link38.1819.0001515.000192.0000.000354.0000.000 0.0000.000None Link46.16.00099.0000.0009.0002766.0000.000 0.0000.000None Link45.130.0002484.000102.0000.000264.0000.000 0.0000.000None Link39.11098.0001416.000108.0000.000258.0000.000 0.0000.000None Link413.0002862.00015.0000.0000.0000.000 0.0000.000None Link480.0002799.00081.0000.0000.0000.000 0.0000.000None 227.13.0002772.000105.0000.0000.0000.000 0.0000.000None 231.10.0002757.000123.0000.0000.0000.000 0.0000.000None 235.10.0002745.00054.00021.0000.00060.000 0.0000.000None 239.10.0000.00024.0002730.00033.00093.000 0.0000.000None 243.10.0002730.00069.0000.00081.0000.000 0.0000.000None Page125 Coupland_Prop10yr_NoImpact.out 247.10.0000.000120.0002682.0000.00078.000 0.0000.000None 251.1966.0001776.000138.0000.0000.0000.000 0.0000.000None 255.10.0000.0002670.00045.0000.0000.000 165.0000.000None 324.1741.0001647.000144.0000.000348.0000.000 0.0000.000None Restrictor.19.0001941.000123.0000.000804.0003.000 0.0000.000None *=====================================* |KinematicWaveApproximations| |TimeinMinutesforEachCondition| *=====================================* ConduitDurationofSlopeSuperRoll NameNormalFlowCriteriaCriticalWaves Link142710.132738.620.060.00 Link162618.102734.200.000.00 Link181475.492772.590.000.00 Link2016.192824.110.220.00 Link220.000.000.000.00 Link240.000.000.050.00 Link261275.982739.820.110.00 Link310.1754.780.000.00 Link330.000.000.000.00 Link340.000.000.000.00 Link361182.642807.230.000.00 Link3735.012623.980.000.00 Link42.1.11.881.880.000.00 Link38.1110.97806.25268.980.00 Link46.10.22647.300.000.00 Link45.1602.152657.8757.800.00 Link39.10.54486.6414.000.00 Link412221.202851.2418.350.00 Link481.84575.730.000.00 227.10.002587.150.730.00 231.10.002750.241.250.00 235.10.00268.200.000.00 239.10.000.000.000.00 243.10.000.000.000.00 247.10.000.000.000.00 251.10.000.000.110.00 255.1217.55458.242537.890.00 324.10.041422.181.800.00 Restrictor.10.14589.060.000.00 Page126 Coupland_Prop10yr_NoImpact.out *========================================================* |TableE14NaturalChannelOverbankFlowInformation| *========================================================* <MaximumVelocity><MaximumFlow> <MaximumArea><Max.StorageVolume> ConduitLeftCenterRightLeftCenterRight LeftCenterRightLeftCenterRightMaximum NameVelocityVelocityVelocityFlowFlowFlow AreaAreaAreaAreaAreaAreaDepth Link140.0000.8460.0000.0005.9090.000 0.0006.9830.0000.000477.3670.0006.992 Link160.0000.3260.0000.0005.7520.000 0.00017.6530.0000.000403.3660.00017.677 Link180.0840.1890.0000.2346.5030.000 2.79134.4830.000678.5148383.8350.00034.494 Link200.3260.8230.0000.81931.7490.000 2.51438.5630.000295.4274531.4830.00038.569 Link220.0000.8610.0000.00031.8570.000 0.00037.0210.0000.00010454.7970.00037.072 Link240.0002.5150.0000.00031.6650.000 0.00012.5900.0000.0003526.7040.00012.613 Link260.0002.7140.0000.00031.6110.000 0.00011.6490.0000.000452.4370.00011.650 Link310.0001.8000.3350.000792.42912.973 0.000440.19338.7480.00087897.7167035.020440.582 Link330.0002.0250.4430.000816.56729.887 0.000403.16767.4770.00077674.23112990.641403.389 Link340.0001.3510.0000.0005.9640.000 0.0004.4140.0000.000217.3760.0004.440 Link360.0001.6870.0000.000840.2450.000 0.000498.1960.0000.000248814.2370.000498.385 Link370.0001.6070.0000.000835.4660.000 0.000519.9810.0000.000387614.7670.000520.046 Link42.1.10.0001.5760.0000.000834.8680.000 0.000529.6980.0000.00010599.2490.000530.107 Link410.0001.0900.0000.0006.0370.000 0.0005.5410.0000.000739.9580.0005.558 Link480.0891.9650.3160.032798.2689.222 0.363406.28429.17713.90515544.4441116.314406.586 *========================================================* |TableE14aNaturalChannelEncroachmentInformation| *========================================================* Page127 Coupland_Prop10yr_NoImpact.out <ExistingConveyanceCondition>< EncroachmentConveyanceCondition><%Volume><EncroachmentData> ConduitLeftCentreRightTotalLeftRightLeft CentreRightTotalLeftRightReductionDepth NameBankChannelBankStationStationBank ChannelBankStationStationLeftRightIncr.Method Link140.0000211.230.0000211.239.927218.8970.0000211.23 0.0000211.239.927218.8970.00000.00000.0000None Link160.0000708.960.0000708.966.472321.3690.0000708.96 0.0000708.966.472321.3690.00000.00000.0000None Link1865.6511826.20.00001891.80.000024.24665.6511826.2 0.00001891.80.000024.2460.00000.00000.0000None Link2056.7332200.10.00002256.80.000024.26056.7332200.1 0.00002256.80.000024.2600.00000.00000.0000None Link220.00001723.20.00001723.27.262432.9200.00001723.2 0.00001723.27.262432.9200.00000.00000.0000None Link240.0000494.370.0000494.3715.08725.6370.0000494.37 0.0000494.3715.08725.6370.00000.00000.0000None Link260.0000416.540.0000416.549.356320.9870.0000416.54 0.0000416.549.356320.9870.00000.00000.0000None Link310.000060403.5988.8861392.44740.55178.90.000060403.5 988.8861392.44740.55178.90.00000.00000.0000None Link330.000055709.12039.057748.13462.83740.60.000055709.1 2039.057748.13462.83740.60.00000.00000.0000None Link340.0000114.660.0000114.6610.97618.0980.0000114.66 0.0000114.6610.97618.0980.00000.00000.0000None Page128 Coupland_Prop10yr_NoImpact.out Link360.000074784.30.000074784.33648.43731.30.000074784.3 0.000074784.33648.43731.30.00000.00000.0000None Link370.000080805.20.000080805.24998.75080.00.000080805.2 0.000080805.24998.75080.00.00000.00000.0000None Link42.1.10.000083341.20.000083341.24956.75037.60.000083341.2 0.000083341.24956.75037.60.00000.00000.0000None Link410.0000155.280.0000155.2810.49118.4720.0000155.28 0.0000155.2810.49118.4720.00000.00000.0000None Link482.282356311.5650.5656964.44685.95160.72.282356311.5 650.5656964.44685.95160.70.00000.00000.0000None *==================================* |TableE14bFloodplainMapping| *==================================* ConduitUpstreamDownstreamChannelCenter<LeftOffsets ><RightOffsets><ChannelWidths> NameWSElev.WSElev.LengthStationNaturalEncroach BankNaturalEncroachBankTotalEncroach. Link1423.844323.664768.360015.00005.07285.0728 10.00003.89733.897310.00008.97018.9701 Link1623.657223.660622.850015.00008.52778.5277 10.00006.36896.368910.000014.896614.8966 Link1823.656323.6501243.130015.000015.000015.0000 10.00009.24609.246010.000024.246024.2460 Link2023.380423.3493117.510015.000015.000015.0000 10.00009.25989.259810.000024.259824.2598 Page129 Coupland_Prop10yr_NoImpact.out Link2222.991523.0834282.400025.000017.737617.7376 20.00007.91997.919910.000025.657425.6574 Link2422.850521.8778280.130020.00004.91304.9130 10.00005.63755.637510.000010.550510.5505 Link2620.689120.452538.840015.35005.99375.9937 9.72005.63685.636810.070011.630511.6305 Link3120.281820.2466199.68004765.970025.450825.4508 106.3600412.9184412.918469.3100438.3692438.3692 Link3320.246620.2029192.66003498.920036.135036.1350 70.7100241.6940241.694048.4200277.8291277.8291 Link3423.852823.902849.250015.00004.02404.0240 10.00003.09853.098510.00007.12247.1224 Link3620.202920.1553499.43003687.590039.237939.2379 94.860043.712943.712953.460082.950882.9508 Link3720.155320.0751745.44005037.420038.752038.7520 110.900042.550842.550878.440081.302881.3028 Link42.1.120.075120.073220.01004995.780039.072039.0720 118.310041.867341.867364.840080.939380.9393 Link4124.292523.9028133.550015.00004.50854.5085 10.00003.47163.471610.00007.98017.9801 Link4820.289420.281838.26004722.100036.241136.2411 66.5800438.5613438.561348.4200474.8024474.8024 *=========================================================* |TableE15SPREADSHEETINFOLIST| Page130 Coupland_Prop10yr_NoImpact.out |ConduitFlowandJunctionDepthInformationforusein| |spreadsheets.Themaximumvaluesinthistablearethe| |truemaximumvaluesbecausetheysampleeverytimestep.| |Thevaluesinthereviewresultsmayonlybethe| |maximumofasubsetofallthetimestepsintherun.| |Note:Theseflowsareonlytheflowsinasinglebarrel.| *=========================================================* ConduitMaximumTotalMaximumMaximum## JunctionInvertMaximum NameFlowFlowVelocityVolume## NameElevationElevation (cfs)(ft^3)(ft/s)(ft^3)## (ft)(ft) ## Link145.9089251764.492672.22056477.36720## Node1322.7400023.85277 Link165.7517551731.597001.64231403.36599## Node1422.7000023.84427 Link186.7368060648.623260.284449062.34905## Node1521.2000023.66467 Link2032.56737339687.087141.055944826.91089## Node1621.1600023.65722 Link2231.85691339827.529970.8773610454.79721## Node1720.3100023.66064 Link2431.66487339997.551752.070513526.70358## Node1820.4500023.65627 Link2631.61136340099.907903.67558452.43684## Node1919.4300023.65006 Link31805.4022222458838.045062.2995094932.73539## Node2019.6300023.38044 Link33846.4541523049637.841852.7098790664.87179## Node2119.6900023.34928 Link345.9642051756.761590.86075217.37582## Node2219.8000023.08342 Link36840.2449623065087.754232.42445248814.23745## Node2319.4500022.99151 Link37835.4655423102820.710281.66774387614.76663## Node2419.8700022.85055 Link42.1.1834.8680523109024.144661.5748410599.24927## Node2519.5700021.87783 Link38.133.46760245879.303633.4507810903.07738## Node2618.8500020.68914 Link46.134.85145246923.363733.54794503.65371## Node2718.2200020.45248 Link45.133.94888247446.503763.50011832.40215## Node2811.4700020.24662 Page131 Coupland_Prop10yr_NoImpact.out Link39.117.59501127610.694233.543911309.81658## Node3111.4800020.28180 Link416.0368251867.252531.47209739.95842## Node3311.4600020.20294 Link48807.5228122457914.586002.5653416674.66320## Node3422.2800023.90284 227.13.0398244304.038531.8323571.72904## Node3511.4900020.28943 231.15.8320551761.559691.23573183.80321## Node369.0200020.15531 235.16.4267858809.949621.30279171.29594## Node378.4600020.07508 239.132.95572339687.343256.68676171.20138## Node418.4600020.07323 243.132.24689339778.687306.52640172.79936## Link42.112.5100024.48287 247.131.68064339970.703106.41295123.07746## Node23.1.18.0000025.30818 251.131.65306340093.476397.31579201.57481## Node19.1.18.0000025.36276 255.131.60727340005.286509.90644745.50642## Node18.1.114.9900025.44565 324.156.03007586992.140792.84822885.08402## Node34.1.116.3200025.82887 Restrictor.133.87463246890.7922111.658258369.47162## Node3923.1500024.29250 W143.155957454.307760.000000.00000## Node4012.5000020.25393 W150.000000.000000.000000.00000## W171.322191769.543980.000000.00000## W200.000000.000000.000000.00000## W210.000000.000000.000000.00000## W240.000000.000000.000000.00000## W250.000000.000000.000000.00000## W270.000000.000000.000000.00000## W420.000000.000000.000000.00000## FREE#1834.8387323107250.441460.000000.00000## *====================================================* |TableE15aSPREADSHEETREACHLIST| |PeakflowandTotalFlowlistedbyReachorthose| |conduitsordiversionshavingthesame| |upstreamanddownstreamnodes.| *====================================================* UpstreamDownstreamMaximumTotal NodeNodeFlowFlow (cfs)(ft^3) Page132 Coupland_Prop10yr_NoImpact.out Node14Node155.908951764. Node16Node175.751851732. Node18Node196.736860649. Node20Node2132.5673.39687E+05 Node23Node2231.8573.39828E+05 Node24Node2531.6653.39998E+05 Node26Node2731.6113.40100E+05 Node31Node28805.402.24588E+07 Node28Node33846.452.30496E+07 Node13Node345.964251757. Node33Node36840.242.30651E+07 Node36Node37835.472.31028E+07 Node37Node41834.872.31090E+07 Node23.1.1Link42.133.4682.45879E+05 Node19.1.1Node23.1.134.8512.46923E+05 Node18.1.1Node19.1.133.9492.47447E+05 Node34.1.1Node18.1.117.5951.27611E+05 Node39Node346.036851867. Node35Node31807.522.24579E+07 Node13Node143.039844304. Node15Node165.832151762. Node18Node176.426858810. Node20Node1932.9563.39687E+05 Node22Node2132.2473.39779E+05 Node24Node2331.6813.39971E+05 Node25Node2631.6533.40093E+05 Node27Node4031.6073.40005E+05 Node40Node2856.0305.86992E+05 Link42.1Node4033.8752.46891E+05 Node13Node143.15607454.3 Node17Node181.32221769.5 ######################################################### #TableE16.NewConduitInformationSection# #ConduitInvert(IE)ElevationandConduit# #MaximumWaterSurface(WS)Elevations# ######################################################### ConduitNameUpstreamNodeDownstreamNodeIEUpIEDn WSUpWSDnConduitType Link14Node14Node1523.0021.50 23.8423.66Natural Link16Node16Node1721.8020.69 23.6623.66Natural Link18Node18Node1920.7519.70 Page133 Coupland_Prop10yr_NoImpact.out 23.6623.65Natural Link20Node20Node2120.1519.69 23.3823.35Natural Link22Node23Node2220.1720.15 22.9923.08Natural Link24Node24Node2520.1719.80 22.8521.88Natural Link26Node26Node2718.8518.22 20.6920.45Natural Link31Node31Node2811.4811.47 20.2820.25Natural Link33Node28Node3311.4711.46 20.2520.20Natural Link34Node13Node3423.0422.28 23.8523.90Natural Link36Node33Node3611.469.020 20.2020.16Natural Link37Node36Node379.0208.460 20.1620.08Natural Link42.1.1Node37Node418.4608.460 20.0820.07Natural Link38.1Node23.1.1Link42.114.9214.01 25.3124.48Circular Link46.1Node19.1.1Node23.1.18.0008.000 25.3625.31Circular Link45.1Node18.1.1Node19.1.114.9914.92 25.4525.36Circular Link39.1Node34.1.1Node18.1.116.3215.99 25.8325.45Circular Link41Node39Node3423.1522.28 24.2923.90Natural Link48Node35Node3111.4911.48 20.2920.28Natural 227.1Node13Node1422.7422.70 23.8523.84Circular 231.1Node15Node1621.2021.16 23.6623.66Circular 235.1Node18Node1720.4520.31 23.6623.66Circular 239.1Node20Node1919.7119.43 23.3823.65Circular 243.1Node22Node2120.1520.03 23.0823.35Circular 247.1Node24Node2319.8719.45 22.8522.99Circular 251.1Node25Node2619.8019.54 21.8821.46Circular 255.1Node27Node4018.8016.27 Page134 Coupland_Prop10yr_NoImpact.out 20.4520.25Circular 324.1Node40Node2812.5112.49 20.2520.25Circular Restrictor.1Link42.1Node4012.5112.50 24.4820.25CircOrif *=============================================================================* |TableE18JunctionContinuityError.DivisionbyVolumeadded11/96| || |ContinuityError=NetFlow+BeginningVolumeEndingVolume| || |TotalFlow+(BeginningVolume+EndingVolume)/2| || |NetFlow=NodeInflowNodeOutflow| |TotalFlow=absolute(Inflow+Outflow)| |Intermediatecolumnisajudgementonthenodecontinuityerror.| || |Excellent<1percentGreat1to2percentGood2to5percent| |Fair5to10percentPoor10to25percentBad25to50percent| |Terrible>50percent| *=============================================================================* Junction<ContinuityError>RemainingBeginning NetFlowTotalFlowFailedto NameVolume%ofNode%ofInflowVolumeVolume ThruNodeThruNodeConverge Node1323.73610.02290.000122.02850.0000 1.7076103515.107936 Node1419.79460.01910.000112.16610.0000 7.6285103522.83900 Node1529.02510.02800.000128.70200.0000 0.3230103526.05240 Node165.15120.00500.000026.00870.0000 20.8575103493.15670 Node1722.49840.01860.000113.25130.0000 9.2471121164.91500 Page135 Coupland_Prop10yr_NoImpact.out Node18128.75970.10620.000643.63920.0000 85.1206121228.11690 Node19275.41300.04050.001258.64420.0000 216.7688679190.54810 Node2082.43410.01210.000449.92440.0000 32.5098679374.43040 Node21145.88120.02150.000634.24880.0000 111.6323679465.77440 Node2270.02990.01030.000313.18050.0000 56.8493679606.21730 Node23185.85320.02730.000825.21150.0000 160.6418679798.23310 Node2465.05310.00960.000314.93160.0000 50.1216679968.25480 Node25110.66510.01630.00054.42700.0000 106.2381680091.02810 Node2620.82370.00310.00017.16320.0000 13.6604680193.38430 Node2771.93490.01060.000314.36530.0000 86.3003680105.19441 Node284691.89190.01020.020422.86380.0000 4669.028046095468.030 Node314124.07500.00920.017913.64390.0000 4110.431144916752.630 Page136 Coupland_Prop10yr_NoImpact.out Node3316359.78450.03550.071029.06010.0000 16330.724446114725.600 Node3448.99690.04730.000260.65270.0000 109.6495103624.014130 Node35970.53340.00220.00420.41530.0000 970.118144916625.720 Node3638531.83730.08350.167246.01270.0000 38485.824646167908.460 Node377774.17230.01680.033726.79400.0000 7747.378346211844.850 Node4157.85230.00010.00030.44690.0000 57.405546216274.59173 Link42.11033.70230.20980.004518.84330.0000 1014.8589492770.095824 Node23.1.1564.86900.11460.0025328.80140.0000 893.6704492802.667436 Node19.1.138.11570.00770.0002328.79660.0000 366.9123494369.867533 Node18.1.1213.69350.04320.00090.00170.0000 213.6918494711.05823 Node34.1.1144.85240.05670.00060.00150.0000 144.8539255368.99523 Node3956.75350.05470.000237.40030.0000 19.3532103716.33130 Page137 Coupland_Prop10yr_NoImpact.out Node40179.13360.01530.000819.01840.0000 160.11521173888.21928 Thetotalcontinuityerrorwas74310.cubicfeet Theremainingtotalvolumewas1300.6cubicfeet YourmeannodecontinuityerrorwasExcellent YourworstnodecontinuityerrorwasExcellent *===================================================* |TableE19JunctionInflow&OutflowListing| |Unitsareeitherft^3orm^3| |dependingontheunitsinyourmodel.| *===================================================* ConstantUserInterfaceDWF InflowRNFLayerInflow JunctionInflowInflowInflowInlow throughInflowfromOutflowEvaporationBasin NametoNodetoNodetoNodetoNode OutfalltoNode2DLayerfromNodefromNodeInfil. Node170.00000.00000.00000.0000 0.00008853.19860.00000.00000.00000.00 Node190.00000.00000.00000.0000 0.0000278838.76960.00000.00000.00000.00 Node350.000022.4587E+060.00000.0000 0.00000.00000.00000.00000.00000.00 Node410.00000.00000.00000.0000 0.00000.00000.000023.1073E+060.00000.00 Node18.1.10.00000.00000.00000.0000 0.0000119645.85000.00000.00000.00000.00 Node34.1.10.00000.00000.00000.0000 0.0000127749.76060.00000.00000.00000.00 Node390.00000.00000.00000.0000 Page138 Coupland_Prop10yr_NoImpact.out 0.000051845.92320.00000.00000.00000.00 *=====================================================* |TableE20JunctionFloodingandVolumeListing.| |Themaximumvolumeisthetotalvolume| |inthenodeincludingthevolumeinthe| |floodedstoragearea.Thisisthemax| |volumeatanytime.Thevolumeinthe| |floodedstorageareaisthetotalvolume| |abovethegroundelevation,wherethe| |floodedpondstorageareastarts.| |Thefourthcolumnisinstantaneous,thefifthisthe| |sumofthefloodedvolumeovertheentiresimulation| |Unitsareeitherft^3orm^3dependingontheunits.| *=====================================================* OutofPassedto 2Dcell 1DSystemOR VolumeStored JunctionSurchargedFlooded(FloodedMaximumin allowedFlood NameTime(min)Time(min)Volume)VolumePondof 1DSystem Node130.0000.0000.00014.00.000 Node140.0000.0000.00014.40.000 Node150.0000.0000.00031.00.000 Node160.0000.0000.00031.40.000 Node170.0000.0000.00042.10.000 Node180.0000.0000.00040.30.000 Node190.0000.0000.00053.00.000 Node200.0000.0000.00047.10.000 Node210.0000.0000.00046.00.000 Node220.0000.0000.00041.30.000 Node230.0000.0000.00044.50.000 Node240.0000.0000.00037.50.000 Node250.0000.0000.00029.00.000 Node260.0000.0000.00023.10.000 Node270.0000.0000.00028.10.000 Node280.0000.0000.000110.0.000 Node310.0000.0000.000111.0.000 Node330.0000.0000.000110.0.000 Node340.0000.0000.00020.40.000 Node350.0000.0000.000111.0.000 Page139 Coupland_Prop10yr_NoImpact.out Node360.0000.0000.000140.0.000 Node370.0000.0000.000146.0.000 Node410.0000.0000.000146.0.000 Link42.1354.0.0000.000150.0.000 Node23.1.1264.0.0000.000217.0.000 Node19.1.1264.0.0000.000218.0.000 Node18.1.1258.0.0000.000131.0.000 Node34.1.1228.0.0000.000119.0.000 Node390.0000.0000.00014.40.000 Node40160.0.0000.00097.40.000 *==================================* |SimulationSpecificInformation| *==================================* NumberofInputConduits..........28NumberofSimulatedConduits...... 39 NumberofNaturalChannels........15NumberofJunctions............... 30 NumberofStorageJunctions.......0NumberofWeirs................... 9 NumberofOrifices................1NumberofPumps................... 0 NumberofFreeOutfalls...........1NumberofTideGateOutfalls...... 0 *=========================================================* |Average%ChangeinJunctionorConduitisdefinedas:| |Conduit%Change==>100.0(Q(n+1)Q(n))/Qfull| |Junction%Change==>100.0(Y(n+1)Y(n))/Yfull| *=========================================================* TheConduitwiththelargestaveragechangewas..Link42.1.1with 0.000percent TheJunctionwiththelargestaveragechangewas.Node19.1.1with 0.085percent TheConduitwiththelargestsinuositywas.......Link46.1with 175.123 *===================================================================* |TableE21.Continuitybalanceattheendofthesimulation| |JunctionInflow,OutfloworStreetFlooding| |Error=Inflow+InitialVolumeOutflowFinalVolume| *===================================================================* InflowInflowAverage JunctionVolume,ft^3Inflow,cfs Page140 Coupland_Prop10yr_NoImpact.out Node178853.82440.0512 Node19278854.58151.6137 Node3522458711.1317129.9694 Node18.1.1119653.86020.6924 Node34.1.1127758.30090.7393 Node3951849.07880.3001 Node4123107250.4415133.7225 OutflowOutflowAverage JunctionVolume,ft^3Outflow,cfs Node4123107250.4415133.7225 *=====================================================* |Initialsystemvolume=0.0000CuFt| |Totalsysteminflowvolume=23.045609E+06CuFt| |Inflow+Initialvolume=23.045609E+06CuFt| *=====================================================* |Totalsystemoutflow=23.107250E+06CuFt| |Volumeleft(Finalvolume)=1300.6449CuFt| |Evaporation=0.0000CuFt| |BasinInfiltration=0.0000CuFt| Page141 Coupland_Prop10yr_NoImpact.out |Outflow+FinalVolume=23.108551E+06CuFt| *=====================================================* *===============================================* |TotalModelContinuityError| |ErrorinContinuity,Percent=0.2731| |ErrorinContinuity,ft^3=62941.932| |+Errormeansacontinuityloss,again| *===============================================* ################################################### #TableE22.NumericalModeljudgementsection# ################################################### Overallerrorwas(minimumofTableE18&E21)0.2731percent WorstnodalerrorwasinnodeNode36with0.0835percent Ofthetotalinflowthislosswas0.1672percent YouroverallcontinuityerrorwasExcellent Page142 Coupland_Prop10yr_NoImpact.out PoorEfficiency Efficiencyofthesimulation8.52 MostNumberofNonConvergencesatoneNode173. TotalNumberNonConvergencesatallNodes367. TotalNumberofNodeswithNonConvergences10. ######################################################### #TableE23.NewBasinDesignInformation# #MaximumHydraulicGradeLine,# #OutConduitSizesandMaximumFlow# ######################################################### A)Resized/sPipesbasedongivenHGL Page143 Coupland_Prop10yr_NoImpact.out B)ResizeBasinbasedongivenHGL C)Resized/sPipesandBasinbasedonHGLandmaxdischarge D)Resized/spipesbasedongivenmaxdischarge BasinNameTypeMax.HGLConduitDepthWidth BarrelsMax.Flow (ft)(ft)(ft) (ft^3/s) ===>Hydraulicmodelsimulationendednormally. ===>XPSWMMSimulationendednormally. ===>Yourinputfilewasnamed:D:\\cfa\\2016\\12024.Coupland_Paving_and Drainage\\ENG\\H&H\\SWMM\\Coupland_Prop10yr_NoImpact.DAT ===>Youroutputfilewasnamed:D:\\cfa\\2016\\12024.Coupland_Paving_and Drainage\\ENG\\H&H\\SWMM\\Coupland_Prop10yr_NoImpact.out *==============================================================* |SWMMSimulationDateandTimeSummary| *==============================================================* |StartingDate...July17,2017Time...16:25:22.990| |EndingDate...July17,2017Time...16:25:52.573| |ElapsedTime...0.48516minutesor29.10938seconds| *==============================================================* Page144 Coupland_Prop100yr_NoImpact.out CurrentDirectory:C:\\PROGRA~2\\XPSOLU~1\\XPSTOR~1.1 EngineName:C:\\PROGRA~2\\XPSOLU~1\\XPSTOR~1.1\\SWMMEN~2.EXE InputFile:d_Paving_andDrainage\\ENG\\H&H\\SWMM\\Coupland_Prop100yr_NoImpact.XP *===============================================* |xpswmm| |StormandWastewaterManagementModel| |DevelopedbyXPSolutionsInc.| |===============================================| || |LastUpdate:October,2015| |InterfaceVersion:2016| |EngineVersion:12.0| |DataFileVersion:12.62| || || *===============================================* EngineName:C:\\PROGRA~2\\XPSOLU~1\\XPSTOR~1.1\\SWMMEN~2.EXE *====================================================* |InputandOutputfilenamesbyLayer| *====================================================* InputFiletoLayer#1JOT.US OutputFiletoLayer#1JOT.US InputFiletoLayer#2JOT.US OutputFiletoLayer#2JOT.US Page1 Coupland_Prop100yr_NoImpact.out *===========================================================* |ConfigurationParameters| |ConfigurationParameters,boththosethatarehardwired| |andthoseaddedtothesimulationarelistedbelow.| |ConfigurationParametersthatstartwitha$aresetin| |theengineasdefaults.TheremaininginUPPERCASE| |havebeenaddedtothesimulationintheConfiguration>| |ConfigurationParametersdialogorasEngineDefaultsin| |theSWMXP.INIfile.| || |ConsulttheHelpFileforthespecificmeaning/purpose| |ofanyparticularparameter.| || |Note:| |Thesecondcolumndenotesthevalueoftheparameter.| *===========================================================* $powerstation0.000012 $perv0.000004 $oldegg0.000007 $as0.0000011 $noflat0.0000021 $oldomega0.0000024 $oldvol0.0000128 $implicit0.0000129 $oldhot0.0000131 $oldscs0.0000033 $flood0.0000140 $nokeys0.0000042 $pzero0.0000055 $oldvol20.0000259 $storage20.0000362 $oldhot10.0000163 $pumpwt0.0000170 $ecloss0.0000177 $exout0.0000097 $spatial=0.900.90005124 $djref=1.00.10003143 $weirlen=5050.00001153 $oldbnd0.00001154 $nogrelev0.00001161 $ncmid0.00000164 $new_nl_970.00002290 SCSIADEPTH=ON0.00001293 $best970.00001294 Page2 Coupland_Prop100yr_NoImpact.out $newbound0.00001295 $q_tol=0.010.00011316 $new_storage0.00001322 $old_iteration0.00001333 MINLEN=1010.00001346 $review_elevation0.00001383 $use_half_volume0.00001385 VERT_WALLS=ON0.00001389 $min_ts=1.01.00001407 $design_restart=on0.00001412 $zero_value=1.e050.00001415 SUBCATCHMENT_RES=ON0.00001419 $relax_depth=on0.00001427 $saveallpts=on0.00001434 $channel_geometry=10.00001456 *====================================================* |Allobjectnamesarelessthan20characters.| |Nonamesubstitutionsrequired!| *====================================================* *==========================================================* |ParameterValuesontheTapesCommonBlock.Thesearethe| |valuesreadfromthedatafileanddynamicallyallocated| |bythemodelforthissimulation.| *==========================================================* NumberofSubcatchmentsintheRunoffBlock(NW)....5 NumberofChannel/PipesintheRunoffBlock(NG)....0 RunoffWaterqualityconstituents(NRQ).............0 RunoffLandUsesperSubcatchment(NLU).............0 NumberofElementsintheTransportBlock(NET).....0 NumberofStorageJunctionsinTransport(NTSE).....0 NumberofInputHydrographsinTransport(NTH)......0 NumberofElementsintheExtranBlock(NEE)........41 NumberofGroundwaterSubcatchmentsinRunoff(NGW).0 NumberofInterfacelocationsforallBlocks(NIE)..41 NumberofPumpsinExtran(NEP).....................0 NumberofOrificesinExtran(NEO)..................1 NumberofTideGates/FreeOutfallsinExtran(NTG)..1 NumberofExtranWeirs(NEW)........................11 Numberofscshydrographpoints.....................3457 NumberofExtranprintoutlocations(NPO)...........0 NumberofTideelementsinExtran(NTE).............1 NumberofNaturalchannels(NNC)....................15 NumberofStoragejunctionsinExtran(NVSE)........0 NumberofTimehistorydatapointsinExtran(NTVAL).0 Page3 Coupland_Prop100yr_NoImpact.out NumberofVariablestorageelementsinExtran(NVST)0 NumberofInputHydrographsinExtran(NEH).........1 NumberofParticlesizesinTransportBlock(NPS)...0 NumberofUserdefinedconduits(NHW)...............5 NumberofConnectingconduitsinExtran(NECC)......20 NumberofUpstreamelementsinTransport(NTCC).....10 NumberofStorage/treatmentplants(NSTU)...........1 NumberofValuesforR1linesinTransport(NR1)....0 NumberofNodestobeallowedfor(NNOD)............41 NumberofPlugsinaStorageTreatmentUnit.........1 ####################################################### #EntrymadetotheRunoffLayer(Block)ofSWMM# #LastUpdatedJune,2014byXPSolutions# *==========================================================* |RUNOFFTABLESINTHEOUTPUTFILE.| |Thesearethemoreimportanttablesintheoutputfile.| |Youcanuseyoureditortofindthetablenumbers,| |forexample:searchforTableR3tocheckcontinuity.| |ThisoutputfilecanbeimportedintoaWordProcessor| |andprintedonUSletterorA4paperusingportrait| |mode,courierfont,asizeof8pt.andmarginsof0.75| || |TableR1PhysicalHydrologyData| |TableR2Infiltrationdata| |TableR3RaingageandInfiltrationDatabaseNames| |TableR4GroundwaterData| |TableR5ContinuityCheckforSurfaceWater| |TableR6ContinuityCheckforChannels/Pipes| |TableR7ContinuityCheckforSubsurfaceWater| |TableR8Infiltration/InflowContinuityCheck| |TableR9SummaryStatisticsforSubcatchments| |TableR10SensitivityanlysisforSubcatchments| *==========================================================* A1 ########################################### #RUNOFFJOBCONTROL# ########################################### SnowmeltparameterISNOW.......................0 NumberofraingagesNRGAG.....................1 QualityisnotsimulatedKWALTY................0 Page4 Coupland_Prop100yr_NoImpact.out DefaultevaporationrateusedIVAP.............0 HourofdayatstartofstormNHR..............0 MinuteofhouratstartofstormNMN...........0 TimeTZEROatstartofstorm(hours).............0.000 UseU.S.CustomaryunitsformostI/OMETRIC...0 Runoffinputprintcontrol...0 Runoffgraphplotcontrol....0 Runoffoutputprintcontrol..0 Limitnumberofgroundwaterconvergencemessagesto10000 Printheadersevery50linesNOHEAD(0=yes,1=no)0 PrintlanduseloadpercentagesLANDUPR(0=no,1=yes)0 Month,day,yearofstartofstormis:1/1/2016 Wettimesteplength(seconds).......60.0 Drytimesteplength(seconds).......86400.0 Wet/Drytimesteplength(seconds)...60.0 Simulationlengthis......48.0Hours IfHortoninfiltrationmodelisbeingused Amixtureofinfiltrationoptionsmaybeusedin XPSWMMasawatershedspecificoption. Rateforregenerationofinfiltration=REGEN*DECAY Decayisreadinforeachsubcatchment REGEN=.............................................0.01000 Raingage#................................1 KTYPERainfallinputtype..............0 NHISTOTotalnumberofrainfallvalues..898 KINCRainfallvalues(pairs)perline..10 KPRINTPrintrainfall(0Yes,1No).......0 KTIMEPrecipitationtimeunits 0>Minutes1>Hours................0 KPREPPrecipitationunittype 0>Intensity1>Volume.............1 KTHISVariablerainfallintervals 0>No,>=1>Yes....................0 THISTORainfalltimeinterval...........5.00 TZRAINStartingtime(KTIMEunits).......0.00 ###################################### #RainfallinputsummaryfromRunoff# ###################################### Totalrainfallforgage#1is13.5100inches Page5 Coupland_Prop100yr_NoImpact.out ############################# #DataGroupF1# #EvaporationRate(in/day)# ############################# JAN.FEB.MAR.APR.MAYJUN.JUL.AUG.SEP.OCT.NOVDEC. 0.1000.1000.1000.1000.1000.1000.1000.1000.1000.1000.1000.100 ################################################### #TableR1.SUBCATCHMENTDATA# #PhysicalHydrologyData# ################################################### DeprsDeprsPrcnt Per sionsionZero SubcatchmentChannelWidthAreacentSlope "n""n"StorgeStrgeDeten NumberNameorinlet(ft)(ac)Impervft/ft ImprvPervImprvPervtion ========================================================================= ========================= 1Node39#1Node3916.0002.270050.000.002 0.0140.0300.0000.00025.00 2Node34.1.1#1Node34.1.144.3005.200067.000.002 0.0140.0300.0000.00025.00 3Node18.1.1#1Node18.1.141.6004.870067.000.002 0.0140.0300.0000.00025.00 4Node17#1Node173.4000.3600067.000.002 0.0140.0300.0000.00025.00 5Node19#1Node1976.50012.24050.000.002 0.0140.0300.0000.00025.00 ################################################################################### #################### #TableR2.SUBCATCHMENTDATA # #InfiltrationorTimeofConcentrationData # # # #InfiltrationTypeInfl#1(#5)Infl#2(#6)Infl#3(#7) Infl#4(#8)# #SCS>CompCNTimeConcShapeFactor Page6 Coupland_Prop100yr_NoImpact.out DepthorFraction# #SBUH>CompCNTimeConcN/A N/A# #GreenAmpt>SuctionHydrCondInitialMD N/A# #Horton>MaxRateMinRateDecayRate(1/sec) Max.Infilt.Volume# #Proportional>ConstantN/AN/A N/A# #Initial/ContLoss>InitialContinuingN/A N/A# #Initial/Proportional>InitialConstantN/A N/A# #LaurensonParameters>BValuePervious"n"ImperviousCont Exponent# #RationalFormula>TcMethodFlowPathLengthFlowPathSlope RoughnessorRetardance# #(#1#4isImperviousData/#5#8isPervious Data)# #RationalFormulaTcMethod:1=Constant # #2=Friend'sEquation # #3=KinematicWave # #4=AlamedaMethod # #5=Izzard'sFormula # #6=Kerby'sEquation # #7=Kirpich'sEquation # #8=BransbyWilliamsEquation # #9=FederalAviationAuthority Equation# ################################################################################### #################### SubcatchmentInflInflInflInflInfl InflInflInfl NumberName#1#2#3#4#5# 6#7#8 ===================================================================== =========================== 1Node39#112.4500.0240.385 2Node34.1.1#112.4500.0240.385 Page7 Coupland_Prop100yr_NoImpact.out 3Node18.1.1#112.4500.0240.385 4Node17#112.4500.0240.385 5Node19#112.4500.0240.385 ############################################################ #TableR3.SUBCATCHMENTDATA# #RainfallandInfiltrationDatabaseNames# ############################################################ SubcatchmentGageInfiltrationRouting NumberNameNoTypeType ================================================================= 1Node39#11GreenAmptNonlinearreservoir 2Node34.1.1#11GreenAmptNonlinearreservoir 3Node18.1.1#11GreenAmptNonlinearreservoir 4Node17#11GreenAmptNonlinearreservoir 5Node19#11GreenAmptNonlinearreservoir TotalNumberofSubcatchments...5 TotalTributaryArea(acres)....24.94 ImperviousArea(acres).........14.24 PerviousArea(acres)...........10.70 TotalWidth(feet)..............181.80 ImperviousArea(%).............57.11 ################################################### #SUBCATCHMENTDATA# #Default,Ratiovaluesforsubcatchmentdata# #Usedwiththecalibratenodeintherunoff.# #1width2area3impervious%# #4slope5imp"n"6perv"n"# #7impds8pervds91stinfil# #102ndinfil113rdinfil# ################################################### Column1234567 891011 Default0.00000.00000.00000.00000.00000.00000.0000 0.00000.00000.00000.0000 Ratio1.00001.00001.00001.00001.00001.00001.0000 1.00001.00001.00001.0000 ********************************************************* *ArrangementofSubcatchmentsandChannel/Pipes* ********************************************************* Page8 Coupland_Prop100yr_NoImpact.out Inlet Node39NoTributaryChannel/Pipes TributarySubareas........Node39#1 Node34.1.1NoTributaryChannel/Pipes TributarySubareas........Node34.1.1#1 Node18.1.1NoTributaryChannel/Pipes TributarySubareas........Node18.1.1#1 Node17NoTributaryChannel/Pipes TributarySubareas........Node17#1 Node19NoTributaryChannel/Pipes TributarySubareas........Node19#1 *********************************************************** *Hydrographswillbestoredforthefollowing5INLETS* *********************************************************** Node39Node34.1.1Node18.1.1 Node17Node19 ************************************************ *QualitySimulationnotincludedinthisrun* ************************************************ *************************************************** *PrecipitationInterfaceFileSummary* *Numberofprecipitationstation....1* *************************************************** LocationStationNumber 1.1 XXXEndofHeaderSectionXXX ####################################################### #EntrymadetotheHYDRAULICLayerofXPSWMM# #LastUpdatedinJune,2014byXPSolutions# ####################################################### #EntrymadetotheRunoffLayer(Block)ofSWMM# #LastUpdatedJune,2014byXPSolutions# *==========================================================* Page9 Coupland_Prop100yr_NoImpact.out |RUNOFFTABLESINTHEOUTPUTFILE.| |Thesearethemoreimportanttablesintheoutputfile.| |Youcanuseyoureditortofindthetablenumbers,| |forexample:searchforTableR3tocheckcontinuity.| |ThisoutputfilecanbeimportedintoaWordProcessor| |andprintedonUSletterorA4paperusingportrait| |mode,courierfont,asizeof8pt.andmarginsof0.75| || |TableR1PhysicalHydrologyData| |TableR2Infiltrationdata| |TableR3RaingageandInfiltrationDatabaseNames| |TableR4GroundwaterData| |TableR5ContinuityCheckforSurfaceWater| |TableR6ContinuityCheckforChannels/Pipes| |TableR7ContinuityCheckforSubsurfaceWater| |TableR8Infiltration/InflowContinuityCheck| |TableR9SummaryStatisticsforSubcatchments| |TableR10SensitivityanlysisforSubcatchments| *==========================================================* A1 ########################################### #RUNOFFJOBCONTROL# ########################################### SnowmeltparameterISNOW.......................0 NumberofraingagesNRGAG.....................1 QualityisnotsimulatedKWALTY................0 DefaultevaporationrateusedIVAP.............0 HourofdayatstartofstormNHR..............0 MinuteofhouratstartofstormNMN...........0 TimeTZEROatstartofstorm(hours).............0.000 UseU.S.CustomaryunitsformostI/OMETRIC...0 Runoffinputprintcontrol...0 Runoffgraphplotcontrol....0 Runoffoutputprintcontrol..0 Limitnumberofgroundwaterconvergencemessagesto10000 Printheadersevery50linesNOHEAD(0=yes,1=no)0 PrintlanduseloadpercentagesLANDUPR(0=no,1=yes)0 Month,day,yearofstartofstormis:1/1/2016 Wettimesteplength(seconds).......60.0 Drytimesteplength(seconds).......86400.0 Wet/Drytimesteplength(seconds)...60.0 Page10 Coupland_Prop100yr_NoImpact.out Simulationlengthis......48.0Hours IfHortoninfiltrationmodelisbeingused Amixtureofinfiltrationoptionsmaybeusedin XPSWMMasawatershedspecificoption. Rateforregenerationofinfiltration=REGEN*DECAY Decayisreadinforeachsubcatchment REGEN=.............................................0.01000 Raingage#................................1 KTYPERainfallinputtype..............0 NHISTOTotalnumberofrainfallvalues..898 KINCRainfallvalues(pairs)perline..10 KPRINTPrintrainfall(0Yes,1No).......0 KTIMEPrecipitationtimeunits 0>Minutes1>Hours................0 KPREPPrecipitationunittype 0>Intensity1>Volume.............1 KTHISVariablerainfallintervals 0>No,>=1>Yes....................0 THISTORainfalltimeinterval...........5.00 TZRAINStartingtime(KTIMEunits).......0.00 ###################################### #RainfallinputsummaryfromRunoff# ###################################### Totalrainfallforgage#1is13.5100inches ############################# #DataGroupF1# #EvaporationRate(in/day)# ############################# JAN.FEB.MAR.APR.MAYJUN.JUL.AUG.SEP.OCT.NOVDEC. 0.1000.1000.1000.1000.1000.1000.1000.1000.1000.1000.1000.100 ################################################### #TableR1.SUBCATCHMENTDATA# #PhysicalHydrologyData# ################################################### DeprsDeprsPrcnt Page11 Coupland_Prop100yr_NoImpact.out Per sionsionZero SubcatchmentChannelWidthAreacentSlope "n""n"StorgeStrgeDeten NumberNameorinlet(ft)(ac)Impervft/ft ImprvPervImprvPervtion ========================================================================= ========================= 1Node39#1Node3916.0002.270050.000.002 0.0140.0300.0000.00025.00 2Node34.1.1#1Node34.1.144.3005.200067.000.002 0.0140.0300.0000.00025.00 3Node18.1.1#1Node18.1.141.6004.870067.000.002 0.0140.0300.0000.00025.00 4Node17#1Node173.4000.3600067.000.002 0.0140.0300.0000.00025.00 5Node19#1Node1976.50012.24050.000.002 0.0140.0300.0000.00025.00 ################################################################################### #################### #TableR2.SUBCATCHMENTDATA # #InfiltrationorTimeofConcentrationData # # # #InfiltrationTypeInfl#1(#5)Infl#2(#6)Infl#3(#7) Infl#4(#8)# #SCS>CompCNTimeConcShapeFactor DepthorFraction# #SBUH>CompCNTimeConcN/A N/A# #GreenAmpt>SuctionHydrCondInitialMD N/A# #Horton>MaxRateMinRateDecayRate(1/sec) Max.Infilt.Volume# #Proportional>ConstantN/AN/A N/A# #Initial/ContLoss>InitialContinuingN/A N/A# #Initial/Proportional>InitialConstantN/A N/A# #LaurensonParameters>BValuePervious"n"ImperviousCont Exponent# #RationalFormula>TcMethodFlowPathLengthFlowPathSlope RoughnessorRetardance# Page12 Coupland_Prop100yr_NoImpact.out #(#1#4isImperviousData/#5#8isPervious Data)# #RationalFormulaTcMethod:1=Constant # #2=Friend'sEquation # #3=KinematicWave # #4=AlamedaMethod # #5=Izzard'sFormula # #6=Kerby'sEquation # #7=Kirpich'sEquation # #8=BransbyWilliamsEquation # #9=FederalAviationAuthority Equation# ################################################################################### #################### SubcatchmentInflInflInflInflInfl InflInflInfl NumberName#1#2#3#4#5# 6#7#8 ===================================================================== =========================== 1Node39#112.4500.0240.385 2Node34.1.1#112.4500.0240.385 3Node18.1.1#112.4500.0240.385 4Node17#112.4500.0240.385 5Node19#112.4500.0240.385 ############################################################ #TableR3.SUBCATCHMENTDATA# #RainfallandInfiltrationDatabaseNames# ############################################################ SubcatchmentGageInfiltrationRouting NumberNameNoTypeType ================================================================= 1Node39#11GreenAmptNonlinearreservoir 2Node34.1.1#11GreenAmptNonlinearreservoir 3Node18.1.1#11GreenAmptNonlinearreservoir 4Node17#11GreenAmptNonlinearreservoir Page13 Coupland_Prop100yr_NoImpact.out 5Node19#11GreenAmptNonlinearreservoir TotalNumberofSubcatchments...5 TotalTributaryArea(acres)....24.94 ImperviousArea(acres).........14.24 PerviousArea(acres)...........10.70 TotalWidth(feet)..............181.80 ImperviousArea(%).............57.11 ################################################### #SUBCATCHMENTDATA# #Default,Ratiovaluesforsubcatchmentdata# #Usedwiththecalibratenodeintherunoff.# #1width2area3impervious%# #4slope5imp"n"6perv"n"# #7impds8pervds91stinfil# #102ndinfil113rdinfil# ################################################### Column1234567 891011 Default0.00000.00000.00000.00000.00000.00000.0000 0.00000.00000.00000.0000 Ratio1.00001.00001.00001.00001.00001.00001.0000 1.00001.00001.00001.0000 ********************************************************* *ArrangementofSubcatchmentsandChannel/Pipes* ********************************************************* Inlet Node39NoTributaryChannel/Pipes TributarySubareas........Node39#1 Node34.1.1NoTributaryChannel/Pipes TributarySubareas........Node34.1.1#1 Node18.1.1NoTributaryChannel/Pipes TributarySubareas........Node18.1.1#1 Node17NoTributaryChannel/Pipes TributarySubareas........Node17#1 Node19NoTributaryChannel/Pipes TributarySubareas........Node19#1 *********************************************************** *Hydrographswillbestoredforthefollowing5INLETS* *********************************************************** Page14 Coupland_Prop100yr_NoImpact.out Node39Node34.1.1Node18.1.1 Node17Node19 ************************************************ *QualitySimulationnotincludedinthisrun* ************************************************ *************************************************** *PrecipitationInterfaceFileSummary* *Numberofprecipitationstation....1* *************************************************** LocationStationNumber 1.1 A1 *===========================================================* |HYDRAULICSTABLESINTHEOUTPUTFILE| |Thesearethemoreimportanttablesintheoutputfile.| |Youcanuseyoureditortofindthetablenumbers,| |forexample:searchforTableE20tocheckcontinuity.| |ThisoutputfilecanbeimportedintoaWordProcessor| |andprintedonUSletterorA4paperusingportrait| |mode,courierfont,asizeof8pt.andmarginsof0.75| || |TableE1BasicConduitData| |TableE2ConduitFactorData| |TableE3aJunctionData| |TableE3bJunctionData| |TableE4ConduitConnectivityData| |TableE4aDryWeatherFlowData| |TableE4bRealTimeControlData| |TableE5JunctionTimeStepLimitationSummary| |TableE5aConduitExplicitConditionSummary| |TableE6FinalModelCondition| |TableE7IterationSummary| |TableE8JunctionTimeStepLimitationSummary| Page15 Coupland_Prop100yr_NoImpact.out |TableE9JunctionSummaryStatistics| |TableE10ConduitSummaryStatistics| |TableE11Areaassumptionsusedintheanalysis| |TableE12Meanconduitinformation| |TableE13Channellosses(H)andculvertinfo| |TableE13aCulvertAnalysisClassification| |TableE14NaturalChannelOverbankFlowInformation| |TableE14aNaturalChannelEncroachmentInformation| |TableE14bFloodplainMapping| |TableE15SpreadsheetInfoList| |TableE15aSpreadsheetReachList| |TableE16NewConduitOutputSection| |TableE17PumpOperation| |TableE18JunctionContinuityError| |TableE19JunctionInflow&OutflowListing| |TableE20JunctionFloodingandVolumeList| |TableE21Continuitybalanceatsimulationend| |TableE22ModelJudgementSection| *==========================================================* TimeControlfromHydraulicsJobControl Year.........2014Month.......1 Day..........1Hour........0 Minute.......0Second......0 Controlinformationforsimulation Integrationcycles.................960 Lengthofintegrationstepis......180.00seconds Simulationlength..................48.00hours Donotcreateequiv.pipes(NEQUAL).0 UseU.S.customaryunitsforI/O...0 Printingstartsincycle...........1 Intermediateprintoutintervalsof.500cycles Intermediateprintoutintervalsof.1500.00minutes Summaryprintoutintervalsof......500cycles Summaryprintouttimeintervalof..1500.00minutes Hotstartfileparameter(REDO)....0 Initialtime.......................0.00hours Iterationvariables:FlowTolerance.0.00010 HeadTolerance.0.00050 Minimumdepth(morft).........0.00001 Underrelaxationparameter.......0.85000 Timeweightingparameter........0.85000 Conduitroughnessfactor........1.00000 Page16 Coupland_Prop100yr_NoImpact.out Flowadjustmentfactor..........1.00000 InitialConditionSmoothing.....0 CourantTimeStepFactor........1.00000 DefaultExpansion/ContractionK.0.00000 DefaultEntrance/ExitK.........0.00000 RoutingMethod..................DynamicWave Defaultsurfaceareaofjunctions...12.57squarefeet. MinimumJunction/ConduitDepth......0.00001feet. PondingAreaCoefficient............5000.00 PondingAreaExponent...............1.0000 MinimumOrificeLength..............1000.00feet. NJSWinputhydrographjunctions.....1 oruserdefinedhydrographs.... NaturalCrossSectioninformationforChannelLink14 ===================================================== CrossSectionID(fromX1card):1.0Channelsequencenumber:1 LeftOverbankLength:68.4ftMaximumElevation: 25.09ft. MainChannelLength:68.4ftMaximumDepth: 4.82ft. RightOverbankLength:68.4ftMaximumSectionArea: 78.2500ft^2 Maximumhydraulicradius: 1.63ft. ManningN:0.040toStation5.0Maxtopwidth: 45.00ft. "":0.040inmainChannelMaximumWettedPerimeter: 4.80E+01ft "":0.015Beyondstation25.0Maxleftbankarea: 9.80ft^2 Maxrightbankarea: 6.02ft^2 AllowableEncroachmentDepth:0.00ftMaxcenterchannelarea: 62.4250ft^2 NaturalCrossSectioninformationforChannelLink16 ===================================================== CrossSectionID(fromX1card):2.0Channelsequencenumber:2 LeftOverbankLength:22.9ftMaximumElevation: 25.09ft. MainChannelLength:22.9ftMaximumDepth: 4.82ft. RightOverbankLength:22.9ftMaximumSectionArea: 78.2500ft^2 Maximumhydraulicradius: Page17 Coupland_Prop100yr_NoImpact.out 1.63ft. ManningN:0.040toStation5.0Maxtopwidth: 45.00ft. "":0.040inmainChannelMaximumWettedPerimeter: 4.80E+01ft "":0.015Beyondstation25.0Maxleftbankarea: 9.80ft^2 Maxrightbankarea: 6.02ft^2 AllowableEncroachmentDepth:0.00ftMaxcenterchannelarea: 62.4250ft^2 NaturalCrossSectioninformationforChannelLink18 ===================================================== CrossSectionID(fromX1card):3.0Channelsequencenumber:3 LeftOverbankLength:243.1ftMaximumElevation: 25.09ft. MainChannelLength:243.1ftMaximumDepth: 4.82ft. RightOverbankLength:243.1ftMaximumSectionArea: 78.2500ft^2 Maximumhydraulicradius: 1.63ft. ManningN:0.040toStation5.0Maxtopwidth: 45.00ft. "":0.040inmainChannelMaximumWettedPerimeter: 4.80E+01ft "":0.015Beyondstation25.0Maxleftbankarea: 9.80ft^2 Maxrightbankarea: 6.02ft^2 AllowableEncroachmentDepth:0.00ftMaxcenterchannelarea: 62.4250ft^2 NaturalCrossSectioninformationforChannelLink20 ===================================================== CrossSectionID(fromX1card):4.0Channelsequencenumber:4 LeftOverbankLength:117.5ftMaximumElevation: 25.20ft. MainChannelLength:117.5ftMaximumDepth: 5.02ft. RightOverbankLength:117.5ftMaximumSectionArea: 85.7750ft^2 Maximumhydraulicradius: 2.00ft. ManningN:0.040toStation5.0Maxtopwidth: Page18 Coupland_Prop100yr_NoImpact.out 40.00ft. "":0.040inmainChannelMaximumWettedPerimeter: 4.28E+01ft "":0.015Beyondstation25.0Maxleftbankarea: 10.40ft^2 Maxrightbankarea: 5.38ft^2 AllowableEncroachmentDepth:0.00ftMaxcenterchannelarea: 70.0000ft^2 NaturalCrossSectioninformationforChannelLink22 ===================================================== CrossSectionID(fromX1card):5.0Channelsequencenumber:5 LeftOverbankLength:282.4ftMaximumElevation: 25.00ft. MainChannelLength:282.4ftMaximumDepth: 5.35ft. RightOverbankLength:282.4ftMaximumSectionArea: 128.5750ft^2 Maximumhydraulicradius: 2.43ft. ManningN:0.040toStation5.0Maxtopwidth: 50.00ft. "":0.040inmainChannelMaximumWettedPerimeter: 5.30E+01ft "":0.015Beyondstation35.0Maxleftbankarea: 10.10ft^2 Maxrightbankarea: 8.50ft^2 AllowableEncroachmentDepth:0.00ftMaxcenterchannelarea: 109.9750ft^2 NaturalCrossSectioninformationforChannelLink24 ===================================================== CrossSectionID(fromX1card):6.0Channelsequencenumber:6 LeftOverbankLength:280.1ftMaximumElevation: 25.00ft. MainChannelLength:280.1ftMaximumDepth: 6.11ft. RightOverbankLength:280.1ftMaximumSectionArea: 112.8500ft^2 Maximumhydraulicradius: 2.32ft. ManningN:0.040toStation10.0Maxtopwidth: 45.00ft. "":0.040inmainChannelMaximumWettedPerimeter: Page19 Coupland_Prop100yr_NoImpact.out 4.86E+01ft "":0.015Beyondstation30.0Maxleftbankarea: 21.17ft^2 Maxrightbankarea: 12.10ft^2 AllowableEncroachmentDepth:0.00ftMaxcenterchannelarea: 79.5750ft^2 NaturalCrossSectioninformationforChannelLink26 ===================================================== CrossSectionID(fromX1card):7.0Channelsequencenumber:7 LeftOverbankLength:38.8ftMaximumElevation: 25.00ft. MainChannelLength:38.8ftMaximumDepth: 6.39ft. RightOverbankLength:38.8ftMaximumSectionArea: 123.8687ft^2 Maximumhydraulicradius: 3.11ft. ManningN:0.040toStation5.6Maxtopwidth: 35.57ft. "":0.040inmainChannelMaximumWettedPerimeter: 3.98E+01ft "":0.015Beyondstation25.4Maxleftbankarea: 17.71ft^2 Maxrightbankarea: 14.63ft^2 AllowableEncroachmentDepth:0.00ftMaxcenterchannelarea: 91.5279ft^2 NaturalCrossSectioninformationforChannelLink31 ===================================================== CrossSectionID(fromX1card):8.0Channelsequencenumber:8 LeftOverbankLength:240.3ftMaximumElevation: 27.85ft. MainChannelLength:199.7ftMaximumDepth: 16.36ft. RightOverbankLength:181.6ftMaximumSectionArea: 28065.25ft^2 Maximumhydraulicradius: 3.71ft. ManningN:0.070toStation4659.6Maxtopwidth: 7554.14ft. "":0.032inmainChannelMaximumWettedPerimeter: 7.56E+03ft "":0.070Beyondstation4835.3Maxleftbankarea: Page20 Coupland_Prop100yr_NoImpact.out 19000.27ft^2 Maxrightbankarea: 7493.03ft^2 AllowableEncroachmentDepth:0.00ftMaxcenterchannelarea: 1571.950ft^2 NaturalCrossSectioninformationforChannelLink33 ===================================================== CrossSectionID(fromX1card):9.0Channelsequencenumber:9 LeftOverbankLength:169.1ftMaximumElevation: 29.46ft. MainChannelLength:192.7ftMaximumDepth: 17.97ft. RightOverbankLength:192.5ftMaximumSectionArea: 30196.69ft^2 Maximumhydraulicradius: 4.88ft. ManningN:0.070toStation3428.2Maxtopwidth: 6181.63ft. "":0.032inmainChannelMaximumWettedPerimeter: 6.19E+03ft "":0.070Beyondstation3547.3Maxleftbankarea: 17628.50ft^2 Maxrightbankarea: 11171.67ft^2 AllowableEncroachmentDepth:0.00ftMaxcenterchannelarea: 1396.517ft^2 NaturalCrossSectioninformationforChannelLink34 ===================================================== CrossSectionID(fromX1card):10.0Channelsequencenumber:10 LeftOverbankLength:49.2ftMaximumElevation: 25.09ft. MainChannelLength:49.2ftMaximumDepth: 4.82ft. RightOverbankLength:49.2ftMaximumSectionArea: 78.2500ft^2 Maximumhydraulicradius: 1.63ft. ManningN:0.040toStation5.0Maxtopwidth: 45.00ft. "":0.040inmainChannelMaximumWettedPerimeter: 4.80E+01ft "":0.015Beyondstation25.0Maxleftbankarea: 9.80ft^2 Maxrightbankarea: Page21 Coupland_Prop100yr_NoImpact.out 6.02ft^2 AllowableEncroachmentDepth:0.00ftMaxcenterchannelarea: 62.4250ft^2 NaturalCrossSectioninformationforChannelLink36 ===================================================== CrossSectionID(fromX1card):11.0Channelsequencenumber:11 LeftOverbankLength:492.1ftMaximumElevation: 29.46ft. MainChannelLength:499.4ftMaximumDepth: 17.97ft. RightOverbankLength:512.7ftMaximumSectionArea: 30714.99ft^2 Maximumhydraulicradius: 4.83ft. ManningN:0.070toStation3592.7Maxtopwidth: 6305.50ft. "":0.032inmainChannelMaximumWettedPerimeter: 6.36E+03ft "":0.070Beyondstation3741.1Maxleftbankarea: 18443.26ft^2 Maxrightbankarea: 10717.92ft^2 AllowableEncroachmentDepth:0.00ftMaxcenterchannelarea: 1553.814ft^2 NaturalCrossSectioninformationforChannelLink37 ===================================================== CrossSectionID(fromX1card):12.0Channelsequencenumber:12 LeftOverbankLength:740.0ftMaximumElevation: 28.05ft. MainChannelLength:745.4ftMaximumDepth: 19.03ft. RightOverbankLength:747.9ftMaximumSectionArea: 27584.49ft^2 Maximumhydraulicradius: 3.59ft. ManningN:0.070toStation4926.5Maxtopwidth: 7672.71ft. "":0.032inmainChannelMaximumWettedPerimeter: 7.68E+03ft "":0.070Beyondstation5115.9Maxleftbankarea: 20807.75ft^2 Maxrightbankarea: 5154.22ft^2 AllowableEncroachmentDepth:0.00ftMaxcenterchannelarea: Page22 Coupland_Prop100yr_NoImpact.out 1622.518ft^2 NaturalCrossSectioninformationforChannelLink42.1.1 ===================================================== CrossSectionID(fromX1card):13.0Channelsequencenumber:13 LeftOverbankLength:20.3ftMaximumElevation: 28.40ft. MainChannelLength:20.0ftMaximumDepth: 19.94ft. RightOverbankLength:20.1ftMaximumSectionArea: 31373.45ft^2 Maximumhydraulicradius: 4.17ft. ManningN:0.070toStation4877.5Maxtopwidth: 7515.52ft. "":0.032inmainChannelMaximumWettedPerimeter: 7.52E+03ft "":0.070Beyondstation5060.6Maxleftbankarea: 22248.55ft^2 Maxrightbankarea: 7383.12ft^2 AllowableEncroachmentDepth:0.00ftMaxcenterchannelarea: 1741.771ft^2 NaturalCrossSectioninformationforChannelLink41 ===================================================== CrossSectionID(fromX1card):14.0Channelsequencenumber:14 LeftOverbankLength:133.6ftMaximumElevation: 25.09ft. MainChannelLength:133.6ftMaximumDepth: 4.82ft. RightOverbankLength:133.6ftMaximumSectionArea: 78.2500ft^2 Maximumhydraulicradius: 1.63ft. ManningN:0.040toStation5.0Maxtopwidth: 45.00ft. "":0.040inmainChannelMaximumWettedPerimeter: 4.80E+01ft "":0.015Beyondstation25.0Maxleftbankarea: 9.80ft^2 Maxrightbankarea: 6.02ft^2 AllowableEncroachmentDepth:0.00ftMaxcenterchannelarea: 62.4250ft^2 Page23 Coupland_Prop100yr_NoImpact.out NaturalCrossSectioninformationforChannelLink48 ===================================================== CrossSectionID(fromX1card):15.0Channelsequencenumber:15 LeftOverbankLength:38.3ftMaximumElevation: 27.82ft. MainChannelLength:38.3ftMaximumDepth: 16.33ft. RightOverbankLength:38.3ftMaximumSectionArea: 26945.91ft^2 Maximumhydraulicradius: 3.54ft. ManningN:0.070toStation4655.5Maxtopwidth: 7614.88ft. "":0.032inmainChannelMaximumWettedPerimeter: 7.62E+03ft "":0.070Beyondstation4770.5Maxleftbankarea: 18294.32ft^2 Maxrightbankarea: 7448.66ft^2 AllowableEncroachmentDepth:0.00ftMaxcenterchannelarea: 1202.931ft^2 *==================================================* |TableE1ConduitData| *==================================================* TrapezoidHazen InpConduitLengthConduitAreaManningMaxWidth DepthSideWilliams NumName(ft)Class(ft^2)Coef.(ft) (ft)Slopescfactor 1Link1468.3600Natural78.25000.040045.0000 4.8200 2Link1622.8500Natural78.25000.040045.0000 4.8200 3Link18243.1300Natural78.25000.040045.0000 4.8200 4Link20117.5100Natural85.77500.040040.0000 5.0200 5Link22282.4000Natural128.57500.040050.0000 5.3500 6Link24280.1300Natural112.85000.040045.0000 6.1100 7Link2638.8400Natural123.86870.040035.5700 Page24 Coupland_Prop100yr_NoImpact.out 6.3900 8Link31199.6800Natural28065.2470.03207554.1400 16.3600 9Link33192.6600Natural30196.6930.03206181.6300 17.9700 10Link3449.2500Natural78.25000.040045.0000 4.8200 11Link36499.4300Natural30714.9930.03206305.5000 17.9700 12Link37745.4400Natural27584.4860.03207672.7100 19.0300 13Link42.1.120.0100Natural31373.4460.03207515.5200 19.9400 14Link38.11092.9300Circular9.62110.01303.5000 3.5000 15Link46.150.0000Circular9.62110.01303.5000 3.5000 16Link45.182.5300Circular9.62110.01303.5000 3.5000 17Link39.1254.5400Circular4.90870.01302.5000 2.5000 18Link41133.5500Natural78.25000.040045.0000 4.8200 19Link4838.2600Natural26945.9110.03207614.8800 16.3300 20227.133.3500Circular4.90870.01502.5000 2.5000 21231.137.5400Circular4.90870.01502.5000 2.5000 22235.133.2900Circular4.90870.01302.5000 2.5000 23239.133.2700Circular4.90870.01502.5000 2.5000 24243.133.5900Circular4.90870.01502.5000 2.5000 25247.123.9600Circular4.90870.01302.5000 2.5000 26251.148.0400Circular4.90870.01502.5000 2.5000 27255.1124.5900Circular7.06860.01303.0000 3.0000 28324.143.0000Circular19.63500.01305.0000 5.0000 Totallengthofallconduits....4822.1300feet *===================================================* |Iftherearemessagesabout(sqrt(g*d)*dt/dx),or| |thesqrt(wavecelerity)*timestep/conduitlength| Page25 Coupland_Prop100yr_NoImpact.out |intheoutputfileallitmeansisthatthe| |programwilllowertheinternaltimestepto| |satisfythiscondition(explicitcondition).| |Youcontroltheactualinternaltimestepby| |usingtheminimumcouranttimestepfactorinthe| |HYDRAULICSjobcontrol.Themessageputinwords| |statesthatthesmallestconduitwiththefastest| |velocitywillcontrolthetimestepselection.| |Youhavefurthercontrolbyusingthemodify| |conduitoptionintheHYDRAULICSJobControl.| *===================================================* ConduitCourant NameRatio Link1419.70===>Warning!(sqrt(wavecelerity)*time step/conduitlength) Link1658.95===>Warning!(sqrt(wavecelerity)*time step/conduitlength) Link185.54===>Warning!(sqrt(wavecelerity)*time step/conduitlength) Link2012.73===>Warning!(sqrt(wavecelerity)*time step/conduitlength) Link225.80===>Warning!(sqrt(wavecelerity)*time step/conduitlength) Link245.77===>Warning!(sqrt(wavecelerity)*time step/conduitlength) Link2649.07===>Warning!(sqrt(wavecelerity)*time step/conduitlength) Link319.86===>Warning!(sqrt(wavecelerity)*time step/conduitlength) Link3311.16===>Warning!(sqrt(wavecelerity)*time step/conduitlength) Link3427.35===>Warning!(sqrt(wavecelerity)*time step/conduitlength) Link364.29===>Warning!(sqrt(wavecelerity)*time step/conduitlength) Link372.17===>Warning!(sqrt(wavecelerity)*time step/conduitlength) Link42.1.176.40===>Warning!(sqrt(wavecelerity)*time step/conduitlength) Link38.11.75===>Warning!(sqrt(wavecelerity)*time step/conduitlength) Link46.138.22===>Warning!(sqrt(wavecelerity)*time step/conduitlength) Link45.123.15===>Warning!(sqrt(wavecelerity)*time step/conduitlength) Page26 Coupland_Prop100yr_NoImpact.out Link39.16.34===>Warning!(sqrt(wavecelerity)*time step/conduitlength) Link4110.09===>Warning!(sqrt(wavecelerity)*time step/conduitlength) Link4850.22===>Warning!(sqrt(wavecelerity)*time step/conduitlength) 227.148.43===>Warning!(sqrt(wavecelerity)*time step/conduitlength) 231.143.02===>Warning!(sqrt(wavecelerity)*time step/conduitlength) 235.148.51===>Warning!(sqrt(wavecelerity)*time step/conduitlength) 239.148.54===>Warning!(sqrt(wavecelerity)*time step/conduitlength) 243.148.08===>Warning!(sqrt(wavecelerity)*time step/conduitlength) 247.167.40===>Warning!(sqrt(wavecelerity)*time step/conduitlength) 251.133.62===>Warning!(sqrt(wavecelerity)*time step/conduitlength) 255.114.20===>Warning!(sqrt(wavecelerity)*time step/conduitlength) 324.153.11===>Warning!(sqrt(wavecelerity)*time step/conduitlength) *==================* |ConduitVolume| *==================* Fullpipeorfullopenconduitvolume Inputfulldepthvolume............4.9122E+07cubicfeet ===>Warning!!Theupstreamanddownstreamjunctionsforthefollowingconduits havebeenreversedtocorrespondtothepositiveflowand decreasing slopeconvention.Anegativeflowintheoutputthusmeans theflowwasfromyouroriginalupstreamjunctiontoyouroriginal downstreamjunction.Anyinitialflowhasbeenmultipliedby1. 1.Conduit#...Link22hasbeenchanged. 2.Conduit#...Link34hasbeenchanged. 3.Conduit#...235.1hasbeenchanged. 4.Conduit#...239.1hasbeenchanged. 5.Conduit#...243.1hasbeenchanged. 6.Conduit#...247.1hasbeenchanged. *===================================================* Page27 Coupland_Prop100yr_NoImpact.out |TableE3aJunctionData| *===================================================* InpJunctionGroundCrownInvertQinstInitial Interface NumNameElevationElevationElevationcfsDepthftFlow (%) 1Node1340.000027.860022.74000.00000.0000 100.0000 2Node1440.000027.820022.70000.00000.0000 100.0000 3Node1540.000026.320021.20000.00000.0000 100.0000 4Node1640.000026.620021.16000.00000.0000 100.0000 5Node1740.000025.510020.31000.00000.0000 100.0000 6Node1840.000025.570020.45000.00000.0000 100.0000 7Node1940.000024.520019.43000.00000.0000 100.0000 8Node2040.000025.170019.63000.00000.0000 100.0000 9Node2140.000024.710019.69000.00000.0000 100.0000 10Node2240.000025.500019.80000.00000.0000 100.0000 11Node2340.000025.520019.45000.00000.0000 100.0000 12Node2440.000026.280019.87000.00000.0000 100.0000 13Node2540.000025.910019.57000.00000.0000 100.0000 14Node2640.000025.240018.85000.00000.0000 100.0000 15Node2740.000024.610018.22000.00000.0000 100.0000 16Node2840.000029.440011.47000.00000.0000 100.0000 17Node3140.000027.840011.48000.00000.0000 100.0000 18Node3340.000029.430011.46000.00000.0000 100.0000 19Node3440.000027.100022.28000.00000.0000 100.0000 20Node3540.000027.820011.49000.00000.0000 Page28 Coupland_Prop100yr_NoImpact.out 100.0000 21Node3640.000028.05009.02000.00000.0000 100.0000 22Node3740.000028.40008.46000.00000.0000 100.0000 23Node4140.000028.40008.46000.00000.0000 100.0000 24Link42.140.000017.510012.51000.00000.0000 100.0000 25Node23.1.140.000018.42008.00000.00000.0000 100.0000 26Node19.1.140.000018.42008.00000.00000.0000 100.0000 27Node18.1.140.000018.490014.99000.00000.0000 100.0000 28Node34.1.140.000018.820016.32000.00000.0000 100.0000 29Node3940.000027.970023.15000.00000.0000 100.0000 30Node4040.000019.270012.51000.00000.0000 100.0000 *===================================================* |TableE3bJunctionData| *===================================================* InpJunctionXYTypeofTypeof MaximumPavement NumNameCoord.Coord.ManholeInlet CapacityShapeSlope 1Node130.00000.0000NoPondingNormal 00.00 2Node140.00000.0000NoPondingNormal 00.00 3Node150.00000.0000NoPondingNormal 00.00 4Node160.00000.0000NoPondingNormal 00.00 5Node170.00000.0000NoPondingNormal 00.00 6Node180.00000.0000NoPondingNormal 00.00 7Node190.00000.0000NoPondingNormal 00.00 8Node200.00000.0000NoPondingNormal Page29 Coupland_Prop100yr_NoImpact.out 00.00 9Node210.00000.0000NoPondingNormal 00.00 10Node220.00000.0000NoPondingNormal 00.00 11Node230.00000.0000NoPondingNormal 00.00 12Node240.00000.0000NoPondingNormal 00.00 13Node250.00000.0000NoPondingNormal 00.00 14Node260.00000.0000NoPondingNormal 00.00 15Node270.00000.0000NoPondingNormal 00.00 16Node280.00000.0000NoPondingNormal 00.00 17Node310.00000.0000NoPondingNormal 00.00 18Node330.00000.0000NoPondingNormal 00.00 19Node340.00000.0000NoPondingNormal 00.00 20Node350.00000.0000NoPondingNormal 00.00 21Node360.00000.0000NoPondingNormal 00.00 22Node370.00000.0000NoPondingNormal 00.00 23Node410.00000.0000NoPondingNormal 00.00 24Link42.10.00000.0000NoPondingNormal 00.00 25Node23.1.10.00000.0000NoPondingNormal 00.00 26Node19.1.10.00000.0000NoPondingNormal 00.00 27Node18.1.10.00000.0000NoPondingNormal 00.00 28Node34.1.10.00000.0000NoPondingNormal 00.00 29Node390.00000.0000NoPondingNormal 00.00 30Node400.00000.0000NoPondingNormal 00.00 *===================================================* Page30 Coupland_Prop100yr_NoImpact.out |TableE4ConduitConnectivity| *===================================================* InputConduitUpstreamDownstream UpstreamDownstream NumberNameNodeNode ElevationElevation ================================================================== ================== 1Link14Node14Node15 23.000021.5000NoDesign 2Link16Node16Node17 21.800020.6900NoDesign 3Link18Node18Node19 20.750019.7000NoDesign 4Link20Node20Node21 20.150019.6900NoDesign 5Link22Node23Node22 20.170020.1500NoDesign 6Link24Node24Node25 20.170019.8000NoDesign 7Link26Node26Node27 18.850018.2200NoDesign 8Link31Node31Node28 11.480011.4700NoDesign 9Link33Node28Node33 11.470011.4600NoDesign 10Link34Node13Node34 23.040022.2800NoDesign 11Link36Node33Node36 11.46009.0200NoDesign 12Link37Node36Node37 9.02008.4600NoDesign 13Link42.1.1Node37Node41 8.46008.4600NoDesign 14Link38.1Node23.1.1Link42.1 14.920014.0100NoDesign 15Link46.1Node19.1.1Node23.1.1 8.00008.0000NoDesign 16Link45.1Node18.1.1Node19.1.1 14.990014.9200NoDesign 17Link39.1Node34.1.1Node18.1.1 16.320015.9900NoDesign 18Link41Node39Node34 23.150022.2800NoDesign 19Link48Node35Node31 11.490011.4800NoDesign 20227.1Node13Node14 Page31 Coupland_Prop100yr_NoImpact.out 22.740022.7000NoDesign 21231.1Node15Node16 21.200021.1600NoDesign 22235.1Node18Node17 20.450020.3100NoDesign 23239.1Node20Node19 19.710019.4300NoDesign 24243.1Node22Node21 20.150020.0300NoDesign 25247.1Node24Node23 19.870019.4500NoDesign 26251.1Node25Node26 19.800019.5400NoDesign 27255.1Node27Node40 18.800016.2700NoDesign 28324.1Node40Node28 12.510012.4900NoDesign *==========================================* |OrificeData3| *==========================================* ConduitFromToArea DepthDischargeHeightAbove NameJunctionJunctionType(ft2) (ft)CoefficientJunction(ft) Restrictor.1Link42.1Node40CircSide2.84 5.000.6700.000 ====>EQUIVALENTPIPEINFORMATIONFORORIFICE1 CONDUITNAME...........................Restrictor.1 Upstreamnode...........................Link42.1 Downstreamnode.........................Node40 PIPEDIAMETER........................1.90 PIPELENGTH..........................2815.84 MANNINGSROUGHNESS...................0.0032 INVERTELEVATIONATUPSTREAMEND.....12.5100 INVERTELEVATIONATDOWNSTREAMEND...12.5000 Note:ForaBottomoutletorificetheinvertelevationofthedownstreamnodewill be adjustedtoaccomodatetheequivalentconduit.Conduitgradesarenot affected. Page32 Coupland_Prop100yr_NoImpact.out *===========================================* |WeirData| *===========================================* WeirFromToCrest WeirWeirDischargeWeir NameJunctionJunctionTypeHeight(ft) Top(ft)Length(ft)CoefficientPower W14Node13Node1410.91 17.2633.352.67001.5000 W15Node15Node1612.99 18.8037.542.67001.5000 W17Node17Node1813.17 19.6933.292.67001.5000 W20Node19Node2014.45 20.5733.272.67001.5000 W21Node21Node2214.12 20.3133.592.67001.5000 W24Node23Node2413.76 20.5523.962.67001.5000 W25Node25Node2614.55 20.4348.042.67001.5000 W27Node27Node4015.25 21.78124.592.67001.5000 W42Node40Node2819.76 27.4943.002.67001.5000 W34Node34.1.1Node3415.96 23.685.002.67001.5000 W18Node18.1.1Node1815.46 25.015.002.67001.5000 *===========================================* |**WARNING**| |Havingweirsinseriescanoccasionally| |leadtolargecontinuityerrorsforshort| |durationsimulations.Pleasecheckyour| |continuityerrorsandmakeadjustmentsto| |yourmodelasrequired.| *===========================================* *================================================* |FREEOUTFALLDATA(DATAGROUPI1)| |BOUNDARYCONDITIONONDATAGROUPJ1| *================================================* Page33 Coupland_Prop100yr_NoImpact.out OutfallatJunction....Node41hasboundaryconditionnumber...1 *=============================================* |WeirOutfallData| |BoundaryConditionondatagroupJ1| *=============================================* *================================================* |INTERNALCONNECTIVITYINFORMATION| *================================================* CONDUITJUNCTIONJUNCTION Restrictor.1Link42.1Node40 W14Node13Node14 W15Node15Node16 W17Node17Node18 W20Node19Node20 W21Node21Node22 W24Node23Node24 W25Node25Node26 W27Node27Node40 W42Node40Node28 W34Node34.1.1Node34 W18Node18.1.1Node18 FREE#1Node41BOUNDARY *===================================================* |BoundaryConditionInformation| |DataGroupsJ1J4| *===================================================* BCNUMBER..1hasnocontrolwatersurface. *===================================================* |XPNoteFieldSummary| *===================================================* *=================================* |ConduitConvergenceCriteria| Page34 Coupland_Prop100yr_NoImpact.out *=================================* ConduitFullConduit NameFlowSlope Link14596.74830.0219 Link16887.90190.0486 Link18264.74150.0043 Link20316.72760.0039 Link2272.59770.0001 Link24267.18700.0013 Link261249.14600.0162 Link3122103.95530.0001 Link3329068.20890.0001 Link34500.43800.0154 Link36284978.98490.0049 Link3782357.79760.0008 Link42.1.111938.34210.0000 Link38.129.03120.0008 Link46.13.18160.0000 Link45.129.30110.0008 Link39.114.76880.0013 Link41325.15040.0065 Link4846955.91260.0003 227.112.31120.0012 231.111.60380.0011 235.126.59940.0042 Page35 Coupland_Prop100yr_NoImpact.out 239.132.61140.0084 243.121.24730.0036 247.154.30580.0175 251.126.15190.0054 255.195.04600.0203 324.156.16850.0005 Restrictor.121.01330.0000 *=================================* |InitialModelCondition| |InitialTime=0.05hours| *=================================* Junction/Depth/Elevation===>"*"JunctionisSurcharged. Node13/0.00/22.74Node14/0.00/22.70 Node15/0.00/21.20 Node16/0.00/21.16Node17/0.00/20.31 Node18/0.00/20.45 Node19/0.00/19.43Node20/0.00/19.63 Node21/0.00/19.69 Node22/0.00/19.80Node23/0.00/19.45 Node24/0.00/19.87 Node25/0.00/19.57Node26/0.00/18.85 Node27/0.00/18.22 Node28/0.00/11.47Node31/0.00/11.48 Node33/0.00/11.46 Node34/0.00/22.28Node35/0.00/11.49 Node36/0.00/9.02 Node37/0.00/8.46Node41/0.00/8.46 Link42.1/0.00/12.51 Node23.1.1/0.00/8.00Node19.1.1/0.00/8.00 Node18.1.1/0.00/14.99 Node34.1.1/0.00/16.32Node39/0.00/23.15 Node40/0.00/12.50 Conduit/FLOW===>"*"Conduitusesthenormalflowoption. Link14/0.00Link16/0.00 Link18/0.00 Link20/0.00Link22/0.00 Link24/0.00 Page36 Coupland_Prop100yr_NoImpact.out Link26/0.00Link31/0.00 Link33/0.00 Link34/0.00Link36/0.00 Link37/0.00 Link42.1.1/0.00Link38.1/0.00 Link46.1/0.00 Link45.1/0.00Link39.1/0.00 Link41/0.00 Link48/0.00227.1/0.00 231.1/0.00 235.1/0.00239.1/0.00 243.1/0.00 247.1/0.00251.1/0.00 255.1/0.00 324.1/0.00Restrictor.1/0.00 W14/0.00 W15/0.00W17/0.00 W20/0.00 W21/0.00W24/0.00 W25/0.00 W27/0.00W42/0.00 W34/0.00 W18/0.00FREE#1/0.00 Conduit/Velocity Link14/0.00Link16/0.00 Link18/0.00 Link20/0.00Link22/0.00 Link24/0.00 Link26/0.00Link31/0.00 Link33/0.00 Link34/0.00Link36/0.00 Link37/0.00 Link42.1.1/0.00Link38.1/0.00 Link46.1/0.00 Link45.1/0.00Link39.1/0.00 Link41/0.00 Link48/0.00227.1/0.00 231.1/0.00 235.1/0.00239.1/0.00 243.1/0.00 247.1/0.00251.1/0.00 255.1/0.00 324.1/0.00Restrictor.1/0.00 Conduit/CrossSectionalArea Link14/0.00Link16/0.00 Link18/0.00 Page37 Coupland_Prop100yr_NoImpact.out Link20/0.00Link22/0.00 Link24/0.00 Link26/0.00Link31/0.00 Link33/0.00 Link34/0.00Link36/0.00 Link37/0.00 Link42.1.1/0.00Link38.1/0.00 Link46.1/0.00 Link45.1/0.00Link39.1/0.00 Link41/0.00 Link48/0.00227.1/0.00 231.1/0.00 235.1/0.00239.1/0.00 243.1/0.00 247.1/0.00251.1/0.00 255.1/0.00 324.1/0.00Restrictor.1/0.00 Conduit/HydraulicRadius Link14/0.00Link16/0.00 Link18/0.00 Link20/0.00Link22/0.00 Link24/0.00 Link26/0.00Link31/0.00 Link33/0.00 Link34/0.00Link36/0.00 Link37/0.00 Link42.1.1/0.00Link38.1/0.00 Link46.1/0.00 Link45.1/0.00Link39.1/0.00 Link41/0.00 Link48/0.00227.1/0.00 231.1/0.00 235.1/0.00239.1/0.00 243.1/0.00 247.1/0.00251.1/0.00 255.1/0.00 324.1/0.00Restrictor.1/0.00 Conduit/Upstream/DownstreamElevation Link14/21.20/21.20Link16/20.31/20.31 Link18/19.43/19.43 Link20/19.69/19.69Link22/19.80/19.80 Link24/19.57/19.57 Link26/18.22/18.22Link31/11.47/11.47 Link33/11.46/11.46 Link34/22.28/22.28Link36/9.02/9.02 Link37/8.46/8.46 Page38 Coupland_Prop100yr_NoImpact.out Link42.1.1/8.46/8.46Link38.1/12.51/12.51 Link46.1/8.00/8.00 Link45.1/8.00/8.00Link39.1/14.99/14.99 Link41/22.28/22.28 Link48/11.48/11.48227.1/22.70/22.70 231.1/21.16/21.16 235.1/20.31/20.31239.1/19.43/19.43 243.1/19.69/19.69 247.1/19.45/19.45251.1/18.85/18.85 255.1/12.50/12.50 324.1/11.47/11.47Restrictor.1/12.50/12.50 ########ImportantInformation######## Starttimeofuserhydrographswas...0.000000000000000E+000 Starttimeofthesimulationwas.....0.000000000000000E+000 Foundamatchbetweenuserhydrographandsimulationstarttime. ================================================================================ ===>Systeminflows(datagroupK3)at0.00hours(Junction/Inflow,cfs) Node35/0.00E+00 ######################################## ===>Systeminflows(datagroupK3)at0.05hours(Junction/Inflow,cfs) Node35/0.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at0.10hours(Junction/Inflow,cfs) Node35/0.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at0.20hours(Junction/Inflow,cfs) Node35/0.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at0.25hours(Junction/Inflow,cfs) Node35/0.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at0.35hours(Junction/Inflow,cfs) Node35/0.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at0.45hours(Junction/Inflow,cfs) Page39 Coupland_Prop100yr_NoImpact.out Node35/0.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at0.50hours(Junction/Inflow,cfs) Node35/0.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at0.60hours(Junction/Inflow,cfs) Node35/0.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at0.70hours(Junction/Inflow,cfs) Node35/1.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at0.80hours(Junction/Inflow,cfs) Node35/3.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at0.85hours(Junction/Inflow,cfs) Node35/7.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at0.95hours(Junction/Inflow,cfs) Node35/1.20E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at1.05hours(Junction/Inflow,cfs) Node35/1.80E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at1.10hours(Junction/Inflow,cfs) Node35/2.50E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at1.20hours(Junction/Inflow,cfs) Node35/3.10E+00 ######################################## Page40 Coupland_Prop100yr_NoImpact.out ######################################## ===>Systeminflows(datagroupK3)at1.30hours(Junction/Inflow,cfs) Node35/3.70E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at1.35hours(Junction/Inflow,cfs) Node35/4.30E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at1.45hours(Junction/Inflow,cfs) Node35/4.90E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at1.55hours(Junction/Inflow,cfs) Node35/5.50E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at1.60hours(Junction/Inflow,cfs) Node35/6.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at1.70hours(Junction/Inflow,cfs) Node35/6.60E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at1.80hours(Junction/Inflow,cfs) Node35/7.20E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at1.85hours(Junction/Inflow,cfs) Node35/7.70E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at1.95hours(Junction/Inflow,cfs) Node35/8.30E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at2.05hours(Junction/Inflow,cfs) Page41 Coupland_Prop100yr_NoImpact.out Node35/8.80E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at2.10hours(Junction/Inflow,cfs) Node35/9.30E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at2.20hours(Junction/Inflow,cfs) Node35/9.80E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at2.30hours(Junction/Inflow,cfs) Node35/1.03E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at2.35hours(Junction/Inflow,cfs) Node35/1.08E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at2.45hours(Junction/Inflow,cfs) Node35/1.13E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at2.50hours(Junction/Inflow,cfs) Node35/1.18E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at2.60hours(Junction/Inflow,cfs) Node35/1.23E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at2.70hours(Junction/Inflow,cfs) Node35/1.28E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at2.75hours(Junction/Inflow,cfs) Node35/1.32E+01 ######################################## ######################################## Page42 Coupland_Prop100yr_NoImpact.out ===>Systeminflows(datagroupK3)at2.85hours(Junction/Inflow,cfs) Node35/1.37E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at2.95hours(Junction/Inflow,cfs) Node35/1.41E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at3.00hours(Junction/Inflow,cfs) Node35/1.46E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at3.10hours(Junction/Inflow,cfs) Node35/1.50E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at3.20hours(Junction/Inflow,cfs) Node35/1.54E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at3.25hours(Junction/Inflow,cfs) Node35/1.59E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at3.35hours(Junction/Inflow,cfs) Node35/1.63E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at3.45hours(Junction/Inflow,cfs) Node35/1.67E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at3.50hours(Junction/Inflow,cfs) Node35/1.71E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at3.60hours(Junction/Inflow,cfs) Node35/1.75E+01 Page43 Coupland_Prop100yr_NoImpact.out ######################################## ######################################## ===>Systeminflows(datagroupK3)at3.70hours(Junction/Inflow,cfs) Node35/1.79E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at3.75hours(Junction/Inflow,cfs) Node35/1.83E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at3.85hours(Junction/Inflow,cfs) Node35/1.87E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at3.95hours(Junction/Inflow,cfs) Node35/1.91E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at4.05hours(Junction/Inflow,cfs) Node35/1.95E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at4.10hours(Junction/Inflow,cfs) Node35/1.98E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at4.20hours(Junction/Inflow,cfs) Node35/2.02E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at4.30hours(Junction/Inflow,cfs) Node35/2.06E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at4.35hours(Junction/Inflow,cfs) Node35/2.09E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at4.45hours(Junction/Inflow,cfs) Page44 Coupland_Prop100yr_NoImpact.out Node35/2.13E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at4.55hours(Junction/Inflow,cfs) Node35/2.16E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at4.60hours(Junction/Inflow,cfs) Node35/2.20E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at4.70hours(Junction/Inflow,cfs) Node35/2.23E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at4.80hours(Junction/Inflow,cfs) Node35/2.26E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at4.85hours(Junction/Inflow,cfs) Node35/2.30E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at4.95hours(Junction/Inflow,cfs) Node35/2.34E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at5.05hours(Junction/Inflow,cfs) Node35/2.38E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at5.10hours(Junction/Inflow,cfs) Node35/2.42E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at5.20hours(Junction/Inflow,cfs) Node35/2.47E+01 ######################################## Page45 Coupland_Prop100yr_NoImpact.out ######################################## ===>Systeminflows(datagroupK3)at5.30hours(Junction/Inflow,cfs) Node35/2.53E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at5.35hours(Junction/Inflow,cfs) Node35/2.59E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at5.45hours(Junction/Inflow,cfs) Node35/2.65E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at5.55hours(Junction/Inflow,cfs) Node35/2.72E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at5.60hours(Junction/Inflow,cfs) Node35/2.79E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at5.70hours(Junction/Inflow,cfs) Node35/2.87E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at5.80hours(Junction/Inflow,cfs) Node35/2.95E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at5.85hours(Junction/Inflow,cfs) Node35/3.03E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at5.95hours(Junction/Inflow,cfs) Node35/3.11E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at6.05hours(Junction/Inflow,cfs) Page46 Coupland_Prop100yr_NoImpact.out Node35/3.20E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at6.10hours(Junction/Inflow,cfs) Node35/3.29E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at6.20hours(Junction/Inflow,cfs) Node35/3.38E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at6.30hours(Junction/Inflow,cfs) Node35/3.48E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at6.35hours(Junction/Inflow,cfs) Node35/3.58E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at6.45hours(Junction/Inflow,cfs) Node35/3.68E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at6.55hours(Junction/Inflow,cfs) Node35/3.78E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at6.60hours(Junction/Inflow,cfs) Node35/3.88E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at6.70hours(Junction/Inflow,cfs) Node35/3.98E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at6.80hours(Junction/Inflow,cfs) Node35/4.09E+01 ######################################## ######################################## Page47 Coupland_Prop100yr_NoImpact.out ===>Systeminflows(datagroupK3)at6.85hours(Junction/Inflow,cfs) Node35/4.20E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at6.95hours(Junction/Inflow,cfs) Node35/4.31E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at7.05hours(Junction/Inflow,cfs) Node35/4.42E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at7.10hours(Junction/Inflow,cfs) Node35/4.53E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at7.20hours(Junction/Inflow,cfs) Node35/4.64E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at7.30hours(Junction/Inflow,cfs) Node35/4.76E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at7.35hours(Junction/Inflow,cfs) Node35/4.88E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at7.45hours(Junction/Inflow,cfs) Node35/4.99E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at7.55hours(Junction/Inflow,cfs) Node35/5.11E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at7.60hours(Junction/Inflow,cfs) Node35/5.23E+01 Page48 Coupland_Prop100yr_NoImpact.out ######################################## ######################################## ===>Systeminflows(datagroupK3)at7.70hours(Junction/Inflow,cfs) Node35/5.35E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at7.80hours(Junction/Inflow,cfs) Node35/5.47E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at7.85hours(Junction/Inflow,cfs) Node35/5.59E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at7.95hours(Junction/Inflow,cfs) Node35/5.71E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at8.05hours(Junction/Inflow,cfs) Node35/5.83E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at8.10hours(Junction/Inflow,cfs) Node35/5.96E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at8.20hours(Junction/Inflow,cfs) Node35/6.08E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at8.30hours(Junction/Inflow,cfs) Node35/6.21E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at8.35hours(Junction/Inflow,cfs) Node35/6.34E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at8.45hours(Junction/Inflow,cfs) Page49 Coupland_Prop100yr_NoImpact.out Node35/6.47E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at8.55hours(Junction/Inflow,cfs) Node35/6.60E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at8.60hours(Junction/Inflow,cfs) Node35/6.73E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at8.70hours(Junction/Inflow,cfs) Node35/6.87E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at8.80hours(Junction/Inflow,cfs) Node35/7.01E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at8.85hours(Junction/Inflow,cfs) Node35/7.15E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at8.95hours(Junction/Inflow,cfs) Node35/7.29E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at9.05hours(Junction/Inflow,cfs) Node35/7.44E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at9.10hours(Junction/Inflow,cfs) Node35/7.58E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at9.20hours(Junction/Inflow,cfs) Node35/7.73E+01 ######################################## Page50 Coupland_Prop100yr_NoImpact.out ######################################## ===>Systeminflows(datagroupK3)at9.30hours(Junction/Inflow,cfs) Node35/7.89E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at9.35hours(Junction/Inflow,cfs) Node35/8.04E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at9.45hours(Junction/Inflow,cfs) Node35/8.20E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at9.55hours(Junction/Inflow,cfs) Node35/8.36E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at9.60hours(Junction/Inflow,cfs) Node35/8.52E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at9.70hours(Junction/Inflow,cfs) Node35/8.68E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at9.80hours(Junction/Inflow,cfs) Node35/8.85E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at9.85hours(Junction/Inflow,cfs) Node35/9.02E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at9.95hours(Junction/Inflow,cfs) Node35/9.19E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at10.05hours(Junction/Inflow,cfs) Page51 Coupland_Prop100yr_NoImpact.out Node35/9.36E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at10.10hours(Junction/Inflow,cfs) Node35/9.54E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at10.20hours(Junction/Inflow,cfs) Node35/9.73E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at10.30hours(Junction/Inflow,cfs) Node35/9.91E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at10.35hours(Junction/Inflow,cfs) Node35/1.01E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at10.45hours(Junction/Inflow,cfs) Node35/1.03E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at10.55hours(Junction/Inflow,cfs) Node35/1.05E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at10.60hours(Junction/Inflow,cfs) Node35/1.07E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at10.70hours(Junction/Inflow,cfs) Node35/1.09E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at10.80hours(Junction/Inflow,cfs) Node35/1.11E+02 ######################################## ######################################## Page52 Coupland_Prop100yr_NoImpact.out ===>Systeminflows(datagroupK3)at10.85hours(Junction/Inflow,cfs) Node35/1.13E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at10.95hours(Junction/Inflow,cfs) Node35/1.15E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at11.05hours(Junction/Inflow,cfs) Node35/1.18E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at11.10hours(Junction/Inflow,cfs) Node35/1.20E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at11.20hours(Junction/Inflow,cfs) Node35/1.22E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at11.30hours(Junction/Inflow,cfs) Node35/1.24E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at11.35hours(Junction/Inflow,cfs) Node35/1.27E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at11.45hours(Junction/Inflow,cfs) Node35/1.29E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at11.55hours(Junction/Inflow,cfs) Node35/1.32E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at11.60hours(Junction/Inflow,cfs) Node35/1.34E+02 Page53 Coupland_Prop100yr_NoImpact.out ######################################## ######################################## ===>Systeminflows(datagroupK3)at11.70hours(Junction/Inflow,cfs) Node35/1.36E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at11.80hours(Junction/Inflow,cfs) Node35/1.39E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at11.85hours(Junction/Inflow,cfs) Node35/1.42E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at11.95hours(Junction/Inflow,cfs) Node35/1.44E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at12.05hours(Junction/Inflow,cfs) Node35/1.47E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at12.10hours(Junction/Inflow,cfs) Node35/1.50E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at12.20hours(Junction/Inflow,cfs) Node35/1.52E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at12.30hours(Junction/Inflow,cfs) Node35/1.55E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at12.35hours(Junction/Inflow,cfs) Node35/1.58E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at12.45hours(Junction/Inflow,cfs) Page54 Coupland_Prop100yr_NoImpact.out Node35/1.61E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at12.55hours(Junction/Inflow,cfs) Node35/1.64E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at12.60hours(Junction/Inflow,cfs) Node35/1.68E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at12.70hours(Junction/Inflow,cfs) Node35/1.71E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at12.80hours(Junction/Inflow,cfs) Node35/1.74E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at12.85hours(Junction/Inflow,cfs) Node35/1.78E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at12.95hours(Junction/Inflow,cfs) Node35/1.81E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at13.05hours(Junction/Inflow,cfs) Node35/1.85E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at13.10hours(Junction/Inflow,cfs) Node35/1.89E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at13.20hours(Junction/Inflow,cfs) Node35/1.95E+02 ######################################## Page55 Coupland_Prop100yr_NoImpact.out ######################################## ===>Systeminflows(datagroupK3)at13.30hours(Junction/Inflow,cfs) Node35/2.02E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at13.35hours(Junction/Inflow,cfs) Node35/2.09E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at13.45hours(Junction/Inflow,cfs) Node35/2.18E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at13.55hours(Junction/Inflow,cfs) Node35/2.26E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at13.60hours(Junction/Inflow,cfs) Node35/2.34E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at13.70hours(Junction/Inflow,cfs) Node35/2.43E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at13.80hours(Junction/Inflow,cfs) Node35/2.51E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at13.85hours(Junction/Inflow,cfs) Node35/2.60E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at13.95hours(Junction/Inflow,cfs) Node35/2.69E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at14.05hours(Junction/Inflow,cfs) Page56 Coupland_Prop100yr_NoImpact.out Node35/2.78E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at14.10hours(Junction/Inflow,cfs) Node35/2.87E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at14.20hours(Junction/Inflow,cfs) Node35/2.97E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at14.30hours(Junction/Inflow,cfs) Node35/3.06E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at14.35hours(Junction/Inflow,cfs) Node35/3.16E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at14.45hours(Junction/Inflow,cfs) Node35/3.27E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at14.55hours(Junction/Inflow,cfs) Node35/3.37E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at14.60hours(Junction/Inflow,cfs) Node35/3.48E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at14.70hours(Junction/Inflow,cfs) Node35/3.60E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at14.80hours(Junction/Inflow,cfs) Node35/3.72E+02 ######################################## ######################################## Page57 Coupland_Prop100yr_NoImpact.out ===>Systeminflows(datagroupK3)at14.85hours(Junction/Inflow,cfs) Node35/3.85E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at14.95hours(Junction/Inflow,cfs) Node35/3.98E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at15.05hours(Junction/Inflow,cfs) Node35/4.12E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at15.10hours(Junction/Inflow,cfs) Node35/4.27E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at15.20hours(Junction/Inflow,cfs) Node35/4.41E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at15.30hours(Junction/Inflow,cfs) Node35/4.57E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at15.35hours(Junction/Inflow,cfs) Node35/4.73E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at15.45hours(Junction/Inflow,cfs) Node35/4.90E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at15.55hours(Junction/Inflow,cfs) Node35/5.09E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at15.60hours(Junction/Inflow,cfs) Node35/5.31E+02 Page58 Coupland_Prop100yr_NoImpact.out ######################################## ######################################## ===>Systeminflows(datagroupK3)at15.70hours(Junction/Inflow,cfs) Node35/5.56E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at15.80hours(Junction/Inflow,cfs) Node35/5.86E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at15.85hours(Junction/Inflow,cfs) Node35/6.26E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at15.95hours(Junction/Inflow,cfs) Node35/6.79E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at16.05hours(Junction/Inflow,cfs) Node35/7.59E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at16.10hours(Junction/Inflow,cfs) Node35/8.71E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at16.20hours(Junction/Inflow,cfs) Node35/1.00E+03 ######################################## ######################################## ===>Systeminflows(datagroupK3)at16.30hours(Junction/Inflow,cfs) Node35/1.13E+03 ######################################## ######################################## ===>Systeminflows(datagroupK3)at16.35hours(Junction/Inflow,cfs) Node35/1.23E+03 ######################################## ######################################## ===>Systeminflows(datagroupK3)at16.45hours(Junction/Inflow,cfs) Page59 Coupland_Prop100yr_NoImpact.out Node35/1.30E+03 ######################################## ######################################## ===>Systeminflows(datagroupK3)at16.55hours(Junction/Inflow,cfs) Node35/1.33E+03 ######################################## ######################################## ===>Systeminflows(datagroupK3)at16.60hours(Junction/Inflow,cfs) Node35/1.36E+03 ######################################## ######################################## ===>Systeminflows(datagroupK3)at16.70hours(Junction/Inflow,cfs) Node35/1.37E+03 ######################################## ######################################## ===>Systeminflows(datagroupK3)at16.80hours(Junction/Inflow,cfs) Node35/1.38E+03 ######################################## ######################################## ===>Systeminflows(datagroupK3)at16.85hours(Junction/Inflow,cfs) Node35/1.38E+03 ######################################## ######################################## ===>Systeminflows(datagroupK3)at16.95hours(Junction/Inflow,cfs) Node35/1.38E+03 ######################################## ######################################## ===>Systeminflows(datagroupK3)at17.05hours(Junction/Inflow,cfs) Node35/1.38E+03 ######################################## ######################################## ===>Systeminflows(datagroupK3)at17.10hours(Junction/Inflow,cfs) Node35/1.38E+03 ######################################## ######################################## ===>Systeminflows(datagroupK3)at17.20hours(Junction/Inflow,cfs) Node35/1.38E+03 ######################################## Page60 Coupland_Prop100yr_NoImpact.out ######################################## ===>Systeminflows(datagroupK3)at17.30hours(Junction/Inflow,cfs) Node35/1.38E+03 ######################################## ######################################## ===>Systeminflows(datagroupK3)at17.35hours(Junction/Inflow,cfs) Node35/1.37E+03 ######################################## ######################################## ===>Systeminflows(datagroupK3)at17.45hours(Junction/Inflow,cfs) Node35/1.37E+03 ######################################## ######################################## ===>Systeminflows(datagroupK3)at17.55hours(Junction/Inflow,cfs) Node35/1.37E+03 ######################################## ######################################## ===>Systeminflows(datagroupK3)at17.60hours(Junction/Inflow,cfs) Node35/1.36E+03 ######################################## ######################################## ===>Systeminflows(datagroupK3)at17.70hours(Junction/Inflow,cfs) Node35/1.35E+03 ######################################## ######################################## ===>Systeminflows(datagroupK3)at17.80hours(Junction/Inflow,cfs) Node35/1.35E+03 ######################################## ######################################## ===>Systeminflows(datagroupK3)at17.85hours(Junction/Inflow,cfs) Node35/1.34E+03 ######################################## ######################################## ===>Systeminflows(datagroupK3)at17.95hours(Junction/Inflow,cfs) Node35/1.33E+03 ######################################## ######################################## ===>Systeminflows(datagroupK3)at18.05hours(Junction/Inflow,cfs) Page61 Coupland_Prop100yr_NoImpact.out Node35/1.32E+03 ######################################## ######################################## ===>Systeminflows(datagroupK3)at18.10hours(Junction/Inflow,cfs) Node35/1.31E+03 ######################################## ######################################## ===>Systeminflows(datagroupK3)at18.20hours(Junction/Inflow,cfs) Node35/1.30E+03 ######################################## ######################################## ===>Systeminflows(datagroupK3)at18.25hours(Junction/Inflow,cfs) Node35/1.29E+03 ######################################## ######################################## ===>Systeminflows(datagroupK3)at18.35hours(Junction/Inflow,cfs) Node35/1.28E+03 ######################################## ######################################## ===>Systeminflows(datagroupK3)at18.45hours(Junction/Inflow,cfs) Node35/1.27E+03 ######################################## ######################################## ===>Systeminflows(datagroupK3)at18.50hours(Junction/Inflow,cfs) Node35/1.26E+03 ######################################## ######################################## ===>Systeminflows(datagroupK3)at18.60hours(Junction/Inflow,cfs) Node35/1.25E+03 ######################################## ######################################## ===>Systeminflows(datagroupK3)at18.70hours(Junction/Inflow,cfs) Node35/1.24E+03 ######################################## ######################################## ===>Systeminflows(datagroupK3)at18.75hours(Junction/Inflow,cfs) Node35/1.23E+03 ######################################## ######################################## Page62 Coupland_Prop100yr_NoImpact.out ===>Systeminflows(datagroupK3)at18.85hours(Junction/Inflow,cfs) Node35/1.22E+03 ######################################## ######################################## ===>Systeminflows(datagroupK3)at18.95hours(Junction/Inflow,cfs) Node35/1.21E+03 ######################################## ######################################## ===>Systeminflows(datagroupK3)at19.00hours(Junction/Inflow,cfs) Node35/1.20E+03 ######################################## ######################################## ===>Systeminflows(datagroupK3)at19.10hours(Junction/Inflow,cfs) Node35/1.19E+03 ######################################## ######################################## ===>Systeminflows(datagroupK3)at19.20hours(Junction/Inflow,cfs) Node35/1.18E+03 ######################################## ######################################## ===>Systeminflows(datagroupK3)at19.25hours(Junction/Inflow,cfs) Node35/1.16E+03 ######################################## ######################################## ===>Systeminflows(datagroupK3)at19.35hours(Junction/Inflow,cfs) Node35/1.15E+03 ######################################## ######################################## ===>Systeminflows(datagroupK3)at19.45hours(Junction/Inflow,cfs) Node35/1.14E+03 ######################################## ######################################## ===>Systeminflows(datagroupK3)at19.50hours(Junction/Inflow,cfs) Node35/1.12E+03 ######################################## ######################################## ===>Systeminflows(datagroupK3)at19.60hours(Junction/Inflow,cfs) Node35/1.11E+03 Page63 Coupland_Prop100yr_NoImpact.out ######################################## ######################################## ===>Systeminflows(datagroupK3)at19.70hours(Junction/Inflow,cfs) Node35/1.09E+03 ######################################## ######################################## ===>Systeminflows(datagroupK3)at19.75hours(Junction/Inflow,cfs) Node35/1.08E+03 ######################################## ######################################## ===>Systeminflows(datagroupK3)at19.85hours(Junction/Inflow,cfs) Node35/1.07E+03 ######################################## ######################################## ===>Systeminflows(datagroupK3)at19.95hours(Junction/Inflow,cfs) Node35/1.05E+03 ######################################## ######################################## ===>Systeminflows(datagroupK3)at20.00hours(Junction/Inflow,cfs) Node35/1.04E+03 ######################################## ######################################## ===>Systeminflows(datagroupK3)at20.10hours(Junction/Inflow,cfs) Node35/1.03E+03 ######################################## ######################################## ===>Systeminflows(datagroupK3)at20.20hours(Junction/Inflow,cfs) Node35/1.01E+03 ######################################## ######################################## ===>Systeminflows(datagroupK3)at20.25hours(Junction/Inflow,cfs) Node35/1.00E+03 ######################################## ######################################## ===>Systeminflows(datagroupK3)at20.35hours(Junction/Inflow,cfs) Node35/9.87E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at20.45hours(Junction/Inflow,cfs) Page64 Coupland_Prop100yr_NoImpact.out Node35/9.74E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at20.55hours(Junction/Inflow,cfs) Node35/9.62E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at20.60hours(Junction/Inflow,cfs) Node35/9.49E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at20.70hours(Junction/Inflow,cfs) Node35/9.37E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at20.80hours(Junction/Inflow,cfs) Node35/9.25E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at20.85hours(Junction/Inflow,cfs) Node35/9.13E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at20.95hours(Junction/Inflow,cfs) Node35/9.01E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at21.05hours(Junction/Inflow,cfs) Node35/8.89E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at21.10hours(Junction/Inflow,cfs) Node35/8.77E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at21.20hours(Junction/Inflow,cfs) Node35/8.66E+02 ######################################## Page65 Coupland_Prop100yr_NoImpact.out ######################################## ===>Systeminflows(datagroupK3)at21.30hours(Junction/Inflow,cfs) Node35/8.55E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at21.35hours(Junction/Inflow,cfs) Node35/8.44E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at21.45hours(Junction/Inflow,cfs) Node35/8.32E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at21.55hours(Junction/Inflow,cfs) Node35/8.22E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at21.60hours(Junction/Inflow,cfs) Node35/8.11E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at21.70hours(Junction/Inflow,cfs) Node35/8.00E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at21.80hours(Junction/Inflow,cfs) Node35/7.90E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at21.85hours(Junction/Inflow,cfs) Node35/7.80E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at21.95hours(Junction/Inflow,cfs) Node35/7.69E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at22.05hours(Junction/Inflow,cfs) Page66 Coupland_Prop100yr_NoImpact.out Node35/7.59E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at22.10hours(Junction/Inflow,cfs) Node35/7.49E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at22.20hours(Junction/Inflow,cfs) Node35/7.40E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at22.30hours(Junction/Inflow,cfs) Node35/7.30E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at22.35hours(Junction/Inflow,cfs) Node35/7.20E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at22.45hours(Junction/Inflow,cfs) Node35/7.11E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at22.55hours(Junction/Inflow,cfs) Node35/7.01E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at22.60hours(Junction/Inflow,cfs) Node35/6.92E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at22.70hours(Junction/Inflow,cfs) Node35/6.83E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at22.75hours(Junction/Inflow,cfs) Node35/6.74E+02 ######################################## ######################################## Page67 Coupland_Prop100yr_NoImpact.out ===>Systeminflows(datagroupK3)at22.85hours(Junction/Inflow,cfs) Node35/6.65E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at22.95hours(Junction/Inflow,cfs) Node35/6.57E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at23.00hours(Junction/Inflow,cfs) Node35/6.48E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at23.10hours(Junction/Inflow,cfs) Node35/6.40E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at23.20hours(Junction/Inflow,cfs) Node35/6.31E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at23.30hours(Junction/Inflow,cfs) Node35/6.23E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at23.35hours(Junction/Inflow,cfs) Node35/6.15E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at23.45hours(Junction/Inflow,cfs) Node35/6.07E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at23.55hours(Junction/Inflow,cfs) Node35/5.99E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at23.60hours(Junction/Inflow,cfs) Node35/5.91E+02 Page68 Coupland_Prop100yr_NoImpact.out ######################################## ######################################## ===>Systeminflows(datagroupK3)at23.70hours(Junction/Inflow,cfs) Node35/5.84E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at23.80hours(Junction/Inflow,cfs) Node35/5.76E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at23.85hours(Junction/Inflow,cfs) Node35/5.68E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at23.95hours(Junction/Inflow,cfs) Node35/5.61E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at24.05hours(Junction/Inflow,cfs) Node35/5.54E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at24.10hours(Junction/Inflow,cfs) Node35/5.46E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at24.20hours(Junction/Inflow,cfs) Node35/5.38E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at24.30hours(Junction/Inflow,cfs) Node35/5.28E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at24.35hours(Junction/Inflow,cfs) Node35/5.19E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at24.45hours(Junction/Inflow,cfs) Page69 Coupland_Prop100yr_NoImpact.out Node35/5.09E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at24.55hours(Junction/Inflow,cfs) Node35/5.00E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at24.60hours(Junction/Inflow,cfs) Node35/4.90E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at24.70hours(Junction/Inflow,cfs) Node35/4.81E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at24.80hours(Junction/Inflow,cfs) Node35/4.72E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at24.85hours(Junction/Inflow,cfs) Node35/4.63E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at24.95hours(Junction/Inflow,cfs) Node35/4.54E+02 ######################################## Cycle500Time25Hrs0.00Min Junction/Depth/Elevation===>"*"JunctionisSurcharged. Node13/0.26/23.00Node14/0.30/23.00 Node15/0.60/21.80 Node16/0.64/21.80Node17/0.22/20.53 Node18/0.08/20.53 Node19/1.77/21.20Node20/1.57/21.20 Node21/1.49/21.18 Node22/1.38/21.18Node23/1.67/21.12 Node24/1.25/21.12 Node25/0.66/20.23Node26/0.56/19.41 Node27/0.85/19.07 Node28/6.54/18.01Node31/6.58/18.06 Page70 Coupland_Prop100yr_NoImpact.out Node33/6.50/17.96 Node34/0.07/22.35Node35/6.58/18.07 Node36/8.88/17.90 Node37/9.35/17.81Node41/9.35/17.81 Link42.1/5.53*/18.04 Node23.1.1/10.04*/18.04Node19.1.1/10.04*/18.04 Node18.1.1/3.05/18.04 Node34.1.1/1.72/18.04Node39/0.35/23.50 Node40/5.51/18.01 Conduit/FLOW===>"*"Conduitusesthenormalflowoption. Link14/0.00*Link16/0.00 Link18/0.24Link20/1.39 Link22/1.51Link24/1.64 Link26/1.64Link31/456.65 Link33/463.82Link34/0.00* Link36/470.00Link37/481.94 Link42.1.1/488.77Link38.1/2.13 Link46.1/1.88Link45.1/1.86 Link39.1/0.93Link41/0.27 Link48/454.67227.1/0.00 231.1/0.00235.1/0.04 239.1/1.36243.1/1.43 247.1/1.58251.1/1.64 255.1/1.65*324.1/4.00 Restrictor.1/2.30W14/0.00 W15/0.00W17/0.00 W20/0.00W21/0.00 W24/0.00W25/0.00 W27/0.00W42/0.00 W34/0.27W18/0.28 FREE#1/488.78 ######################################## ===>Systeminflows(datagroupK3)at25.05hours(Junction/Inflow,cfs) Node35/4.46E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at25.10hours(Junction/Inflow,cfs) Node35/4.38E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at25.20hours(Junction/Inflow,cfs) Node35/4.29E+02 ######################################## ######################################## Page71 Coupland_Prop100yr_NoImpact.out ===>Systeminflows(datagroupK3)at25.30hours(Junction/Inflow,cfs) Node35/4.21E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at25.35hours(Junction/Inflow,cfs) Node35/4.13E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at25.45hours(Junction/Inflow,cfs) Node35/4.06E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at25.55hours(Junction/Inflow,cfs) Node35/3.98E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at25.60hours(Junction/Inflow,cfs) Node35/3.90E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at25.70hours(Junction/Inflow,cfs) Node35/3.83E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at25.80hours(Junction/Inflow,cfs) Node35/3.76E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at25.85hours(Junction/Inflow,cfs) Node35/3.69E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at25.95hours(Junction/Inflow,cfs) Node35/3.62E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at26.05hours(Junction/Inflow,cfs) Node35/3.55E+02 Page72 Coupland_Prop100yr_NoImpact.out ######################################## ######################################## ===>Systeminflows(datagroupK3)at26.10hours(Junction/Inflow,cfs) Node35/3.48E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at26.20hours(Junction/Inflow,cfs) Node35/3.42E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at26.30hours(Junction/Inflow,cfs) Node35/3.36E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at26.35hours(Junction/Inflow,cfs) Node35/3.29E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at26.45hours(Junction/Inflow,cfs) Node35/3.23E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at26.55hours(Junction/Inflow,cfs) Node35/3.17E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at26.60hours(Junction/Inflow,cfs) Node35/3.11E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at26.70hours(Junction/Inflow,cfs) Node35/3.05E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at26.80hours(Junction/Inflow,cfs) Node35/3.00E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at26.85hours(Junction/Inflow,cfs) Page73 Coupland_Prop100yr_NoImpact.out Node35/2.94E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at26.95hours(Junction/Inflow,cfs) Node35/2.88E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at27.05hours(Junction/Inflow,cfs) Node35/2.83E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at27.10hours(Junction/Inflow,cfs) Node35/2.78E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at27.20hours(Junction/Inflow,cfs) Node35/2.72E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at27.30hours(Junction/Inflow,cfs) Node35/2.67E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at27.35hours(Junction/Inflow,cfs) Node35/2.62E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at27.45hours(Junction/Inflow,cfs) Node35/2.57E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at27.55hours(Junction/Inflow,cfs) Node35/2.52E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at27.60hours(Junction/Inflow,cfs) Node35/2.48E+02 ######################################## Page74 Coupland_Prop100yr_NoImpact.out ######################################## ===>Systeminflows(datagroupK3)at27.70hours(Junction/Inflow,cfs) Node35/2.43E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at27.80hours(Junction/Inflow,cfs) Node35/2.39E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at27.85hours(Junction/Inflow,cfs) Node35/2.34E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at27.95hours(Junction/Inflow,cfs) Node35/2.30E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at28.05hours(Junction/Inflow,cfs) Node35/2.25E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at28.10hours(Junction/Inflow,cfs) Node35/2.21E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at28.20hours(Junction/Inflow,cfs) Node35/2.17E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at28.30hours(Junction/Inflow,cfs) Node35/2.13E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at28.35hours(Junction/Inflow,cfs) Node35/2.09E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at28.45hours(Junction/Inflow,cfs) Page75 Coupland_Prop100yr_NoImpact.out Node35/2.05E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at28.55hours(Junction/Inflow,cfs) Node35/2.01E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at28.60hours(Junction/Inflow,cfs) Node35/1.97E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at28.70hours(Junction/Inflow,cfs) Node35/1.94E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at28.80hours(Junction/Inflow,cfs) Node35/1.90E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at28.85hours(Junction/Inflow,cfs) Node35/1.86E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at28.95hours(Junction/Inflow,cfs) Node35/1.83E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at29.05hours(Junction/Inflow,cfs) Node35/1.80E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at29.10hours(Junction/Inflow,cfs) Node35/1.76E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at29.20hours(Junction/Inflow,cfs) Node35/1.73E+02 ######################################## ######################################## Page76 Coupland_Prop100yr_NoImpact.out ===>Systeminflows(datagroupK3)at29.25hours(Junction/Inflow,cfs) Node35/1.70E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at29.35hours(Junction/Inflow,cfs) Node35/1.66E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at29.45hours(Junction/Inflow,cfs) Node35/1.63E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at29.50hours(Junction/Inflow,cfs) Node35/1.60E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at29.60hours(Junction/Inflow,cfs) Node35/1.57E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at29.70hours(Junction/Inflow,cfs) Node35/1.54E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at29.75hours(Junction/Inflow,cfs) Node35/1.51E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at29.85hours(Junction/Inflow,cfs) Node35/1.48E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at29.95hours(Junction/Inflow,cfs) Node35/1.46E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at30.00hours(Junction/Inflow,cfs) Node35/1.43E+02 Page77 Coupland_Prop100yr_NoImpact.out ######################################## ######################################## ===>Systeminflows(datagroupK3)at30.10hours(Junction/Inflow,cfs) Node35/1.40E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at30.20hours(Junction/Inflow,cfs) Node35/1.38E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at30.25hours(Junction/Inflow,cfs) Node35/1.35E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at30.35hours(Junction/Inflow,cfs) Node35/1.32E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at30.45hours(Junction/Inflow,cfs) Node35/1.30E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at30.50hours(Junction/Inflow,cfs) Node35/1.28E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at30.60hours(Junction/Inflow,cfs) Node35/1.25E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at30.70hours(Junction/Inflow,cfs) Node35/1.23E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at30.75hours(Junction/Inflow,cfs) Node35/1.20E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at30.85hours(Junction/Inflow,cfs) Page78 Coupland_Prop100yr_NoImpact.out Node35/1.18E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at30.95hours(Junction/Inflow,cfs) Node35/1.16E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at31.00hours(Junction/Inflow,cfs) Node35/1.14E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at31.10hours(Junction/Inflow,cfs) Node35/1.12E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at31.20hours(Junction/Inflow,cfs) Node35/1.10E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at31.30hours(Junction/Inflow,cfs) Node35/1.07E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at31.35hours(Junction/Inflow,cfs) Node35/1.05E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at31.45hours(Junction/Inflow,cfs) Node35/1.03E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at31.55hours(Junction/Inflow,cfs) Node35/1.02E+02 ######################################## ######################################## ===>Systeminflows(datagroupK3)at31.60hours(Junction/Inflow,cfs) Node35/9.96E+01 ######################################## Page79 Coupland_Prop100yr_NoImpact.out ######################################## ===>Systeminflows(datagroupK3)at31.70hours(Junction/Inflow,cfs) Node35/9.77E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at31.75hours(Junction/Inflow,cfs) Node35/9.58E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at31.85hours(Junction/Inflow,cfs) Node35/9.40E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at31.95hours(Junction/Inflow,cfs) Node35/9.22E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at32.00hours(Junction/Inflow,cfs) Node35/9.05E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at32.10hours(Junction/Inflow,cfs) Node35/8.88E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at32.20hours(Junction/Inflow,cfs) Node35/8.71E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at32.25hours(Junction/Inflow,cfs) Node35/8.55E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at32.35hours(Junction/Inflow,cfs) Node35/8.38E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at32.45hours(Junction/Inflow,cfs) Page80 Coupland_Prop100yr_NoImpact.out Node35/8.23E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at32.50hours(Junction/Inflow,cfs) Node35/8.07E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at32.60hours(Junction/Inflow,cfs) Node35/7.92E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at32.70hours(Junction/Inflow,cfs) Node35/7.77E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at32.75hours(Junction/Inflow,cfs) Node35/7.62E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at32.85hours(Junction/Inflow,cfs) Node35/7.48E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at32.95hours(Junction/Inflow,cfs) Node35/7.33E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at33.00hours(Junction/Inflow,cfs) Node35/7.19E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at33.10hours(Junction/Inflow,cfs) Node35/7.06E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at33.20hours(Junction/Inflow,cfs) Node35/6.92E+01 ######################################## ######################################## Page81 Coupland_Prop100yr_NoImpact.out ===>Systeminflows(datagroupK3)at33.25hours(Junction/Inflow,cfs) Node35/6.79E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at33.35hours(Junction/Inflow,cfs) Node35/6.66E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at33.45hours(Junction/Inflow,cfs) Node35/6.54E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at33.50hours(Junction/Inflow,cfs) Node35/6.41E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at33.60hours(Junction/Inflow,cfs) Node35/6.29E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at33.70hours(Junction/Inflow,cfs) Node35/6.17E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at33.75hours(Junction/Inflow,cfs) Node35/6.05E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at33.85hours(Junction/Inflow,cfs) Node35/5.94E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at33.95hours(Junction/Inflow,cfs) Node35/5.82E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at34.00hours(Junction/Inflow,cfs) Node35/5.71E+01 Page82 Coupland_Prop100yr_NoImpact.out ######################################## ######################################## ===>Systeminflows(datagroupK3)at34.10hours(Junction/Inflow,cfs) Node35/5.60E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at34.20hours(Junction/Inflow,cfs) Node35/5.50E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at34.25hours(Junction/Inflow,cfs) Node35/5.39E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at34.35hours(Junction/Inflow,cfs) Node35/5.29E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at34.45hours(Junction/Inflow,cfs) Node35/5.19E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at34.50hours(Junction/Inflow,cfs) Node35/5.09E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at34.60hours(Junction/Inflow,cfs) Node35/4.99E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at34.70hours(Junction/Inflow,cfs) Node35/4.89E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at34.75hours(Junction/Inflow,cfs) Node35/4.80E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at34.85hours(Junction/Inflow,cfs) Page83 Coupland_Prop100yr_NoImpact.out Node35/4.71E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at34.95hours(Junction/Inflow,cfs) Node35/4.62E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at35.00hours(Junction/Inflow,cfs) Node35/4.53E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at35.10hours(Junction/Inflow,cfs) Node35/4.44E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at35.20hours(Junction/Inflow,cfs) Node35/4.35E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at35.25hours(Junction/Inflow,cfs) Node35/4.27E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at35.35hours(Junction/Inflow,cfs) Node35/4.19E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at35.45hours(Junction/Inflow,cfs) Node35/4.11E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at35.50hours(Junction/Inflow,cfs) Node35/4.03E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at35.60hours(Junction/Inflow,cfs) Node35/3.95E+01 ######################################## Page84 Coupland_Prop100yr_NoImpact.out ######################################## ===>Systeminflows(datagroupK3)at35.70hours(Junction/Inflow,cfs) Node35/3.87E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at35.75hours(Junction/Inflow,cfs) Node35/3.79E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at35.85hours(Junction/Inflow,cfs) Node35/3.72E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at35.95hours(Junction/Inflow,cfs) Node35/3.65E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at36.00hours(Junction/Inflow,cfs) Node35/3.58E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at36.10hours(Junction/Inflow,cfs) Node35/3.51E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at36.20hours(Junction/Inflow,cfs) Node35/3.44E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at36.25hours(Junction/Inflow,cfs) Node35/3.37E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at36.35hours(Junction/Inflow,cfs) Node35/3.30E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at36.45hours(Junction/Inflow,cfs) Page85 Coupland_Prop100yr_NoImpact.out Node35/3.24E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at36.50hours(Junction/Inflow,cfs) Node35/3.17E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at36.60hours(Junction/Inflow,cfs) Node35/3.11E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at36.70hours(Junction/Inflow,cfs) Node35/3.04E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at36.75hours(Junction/Inflow,cfs) Node35/2.98E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at36.85hours(Junction/Inflow,cfs) Node35/2.92E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at36.95hours(Junction/Inflow,cfs) Node35/2.86E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at37.00hours(Junction/Inflow,cfs) Node35/2.80E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at37.10hours(Junction/Inflow,cfs) Node35/2.74E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at37.20hours(Junction/Inflow,cfs) Node35/2.68E+01 ######################################## ######################################## Page86 Coupland_Prop100yr_NoImpact.out ===>Systeminflows(datagroupK3)at37.25hours(Junction/Inflow,cfs) Node35/2.62E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at37.35hours(Junction/Inflow,cfs) Node35/2.57E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at37.45hours(Junction/Inflow,cfs) Node35/2.51E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at37.50hours(Junction/Inflow,cfs) Node35/2.46E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at37.60hours(Junction/Inflow,cfs) Node35/2.40E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at37.70hours(Junction/Inflow,cfs) Node35/2.35E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at37.75hours(Junction/Inflow,cfs) Node35/2.30E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at37.85hours(Junction/Inflow,cfs) Node35/2.25E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at37.95hours(Junction/Inflow,cfs) Node35/2.20E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at38.00hours(Junction/Inflow,cfs) Node35/2.15E+01 Page87 Coupland_Prop100yr_NoImpact.out ######################################## ######################################## ===>Systeminflows(datagroupK3)at38.10hours(Junction/Inflow,cfs) Node35/2.10E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at38.20hours(Junction/Inflow,cfs) Node35/2.05E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at38.25hours(Junction/Inflow,cfs) Node35/2.00E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at38.35hours(Junction/Inflow,cfs) Node35/1.95E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at38.45hours(Junction/Inflow,cfs) Node35/1.90E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at38.55hours(Junction/Inflow,cfs) Node35/1.86E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at38.60hours(Junction/Inflow,cfs) Node35/1.81E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at38.70hours(Junction/Inflow,cfs) Node35/1.77E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at38.80hours(Junction/Inflow,cfs) Node35/1.72E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at38.85hours(Junction/Inflow,cfs) Page88 Coupland_Prop100yr_NoImpact.out Node35/1.67E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at38.95hours(Junction/Inflow,cfs) Node35/1.63E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at39.05hours(Junction/Inflow,cfs) Node35/1.58E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at39.10hours(Junction/Inflow,cfs) Node35/1.53E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at39.20hours(Junction/Inflow,cfs) Node35/1.48E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at39.30hours(Junction/Inflow,cfs) Node35/1.43E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at39.35hours(Junction/Inflow,cfs) Node35/1.37E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at39.45hours(Junction/Inflow,cfs) Node35/1.29E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at39.55hours(Junction/Inflow,cfs) Node35/1.20E+01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at39.60hours(Junction/Inflow,cfs) Node35/1.04E+01 ######################################## Page89 Coupland_Prop100yr_NoImpact.out ######################################## ===>Systeminflows(datagroupK3)at39.70hours(Junction/Inflow,cfs) Node35/9.70E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at39.80hours(Junction/Inflow,cfs) Node35/9.10E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at39.85hours(Junction/Inflow,cfs) Node35/8.70E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at39.95hours(Junction/Inflow,cfs) Node35/8.30E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at40.05hours(Junction/Inflow,cfs) Node35/8.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at40.10hours(Junction/Inflow,cfs) Node35/7.60E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at40.20hours(Junction/Inflow,cfs) Node35/7.30E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at40.30hours(Junction/Inflow,cfs) Node35/7.10E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at40.35hours(Junction/Inflow,cfs) Node35/6.80E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at40.45hours(Junction/Inflow,cfs) Page90 Coupland_Prop100yr_NoImpact.out Node35/6.60E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at40.55hours(Junction/Inflow,cfs) Node35/6.30E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at40.60hours(Junction/Inflow,cfs) Node35/6.10E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at40.70hours(Junction/Inflow,cfs) Node35/5.90E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at40.80hours(Junction/Inflow,cfs) Node35/5.60E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at40.85hours(Junction/Inflow,cfs) Node35/5.40E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at40.95hours(Junction/Inflow,cfs) Node35/5.20E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at41.05hours(Junction/Inflow,cfs) Node35/5.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at41.10hours(Junction/Inflow,cfs) Node35/4.90E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at41.20hours(Junction/Inflow,cfs) Node35/4.70E+00 ######################################## ######################################## Page91 Coupland_Prop100yr_NoImpact.out ===>Systeminflows(datagroupK3)at41.30hours(Junction/Inflow,cfs) Node35/4.50E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at41.35hours(Junction/Inflow,cfs) Node35/4.30E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at41.45hours(Junction/Inflow,cfs) Node35/4.20E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at41.50hours(Junction/Inflow,cfs) Node35/4.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at41.60hours(Junction/Inflow,cfs) Node35/3.90E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at41.70hours(Junction/Inflow,cfs) Node35/3.70E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at41.75hours(Junction/Inflow,cfs) Node35/3.60E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at41.85hours(Junction/Inflow,cfs) Node35/3.40E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at41.95hours(Junction/Inflow,cfs) Node35/3.30E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at42.00hours(Junction/Inflow,cfs) Node35/3.20E+00 Page92 Coupland_Prop100yr_NoImpact.out ######################################## ######################################## ===>Systeminflows(datagroupK3)at42.10hours(Junction/Inflow,cfs) Node35/3.10E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at42.20hours(Junction/Inflow,cfs) Node35/2.90E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at42.25hours(Junction/Inflow,cfs) Node35/2.80E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at42.35hours(Junction/Inflow,cfs) Node35/2.70E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at42.45hours(Junction/Inflow,cfs) Node35/2.60E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at42.50hours(Junction/Inflow,cfs) Node35/2.50E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at42.60hours(Junction/Inflow,cfs) Node35/2.40E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at42.70hours(Junction/Inflow,cfs) Node35/2.30E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at42.75hours(Junction/Inflow,cfs) Node35/2.20E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at42.85hours(Junction/Inflow,cfs) Page93 Coupland_Prop100yr_NoImpact.out Node35/2.20E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at42.95hours(Junction/Inflow,cfs) Node35/2.10E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at43.00hours(Junction/Inflow,cfs) Node35/2.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at43.10hours(Junction/Inflow,cfs) Node35/1.90E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at43.20hours(Junction/Inflow,cfs) Node35/1.90E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at43.25hours(Junction/Inflow,cfs) Node35/1.80E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at43.35hours(Junction/Inflow,cfs) Node35/1.70E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at43.45hours(Junction/Inflow,cfs) Node35/1.70E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at43.50hours(Junction/Inflow,cfs) Node35/1.60E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at43.60hours(Junction/Inflow,cfs) Node35/1.60E+00 ######################################## Page94 Coupland_Prop100yr_NoImpact.out ######################################## ===>Systeminflows(datagroupK3)at43.70hours(Junction/Inflow,cfs) Node35/1.50E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at43.75hours(Junction/Inflow,cfs) Node35/1.40E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at43.85hours(Junction/Inflow,cfs) Node35/1.40E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at43.95hours(Junction/Inflow,cfs) Node35/1.30E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at44.00hours(Junction/Inflow,cfs) Node35/1.30E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at44.10hours(Junction/Inflow,cfs) Node35/1.20E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at44.20hours(Junction/Inflow,cfs) Node35/1.20E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at44.25hours(Junction/Inflow,cfs) Node35/1.10E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at44.35hours(Junction/Inflow,cfs) Node35/1.10E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at44.45hours(Junction/Inflow,cfs) Page95 Coupland_Prop100yr_NoImpact.out Node35/1.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at44.50hours(Junction/Inflow,cfs) Node35/1.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at44.60hours(Junction/Inflow,cfs) Node35/1.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at44.70hours(Junction/Inflow,cfs) Node35/9.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at44.75hours(Junction/Inflow,cfs) Node35/9.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at44.85hours(Junction/Inflow,cfs) Node35/8.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at44.95hours(Junction/Inflow,cfs) Node35/8.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at45.00hours(Junction/Inflow,cfs) Node35/8.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at45.10hours(Junction/Inflow,cfs) Node35/7.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at45.20hours(Junction/Inflow,cfs) Node35/7.00E01 ######################################## ######################################## Page96 Coupland_Prop100yr_NoImpact.out ===>Systeminflows(datagroupK3)at45.25hours(Junction/Inflow,cfs) Node35/6.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at45.35hours(Junction/Inflow,cfs) Node35/6.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at45.45hours(Junction/Inflow,cfs) Node35/6.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at45.50hours(Junction/Inflow,cfs) Node35/6.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at45.60hours(Junction/Inflow,cfs) Node35/5.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at45.70hours(Junction/Inflow,cfs) Node35/5.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at45.75hours(Junction/Inflow,cfs) Node35/5.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at45.85hours(Junction/Inflow,cfs) Node35/4.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at45.95hours(Junction/Inflow,cfs) Node35/4.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at46.00hours(Junction/Inflow,cfs) Node35/4.00E01 Page97 Coupland_Prop100yr_NoImpact.out ######################################## ######################################## ===>Systeminflows(datagroupK3)at46.10hours(Junction/Inflow,cfs) Node35/4.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at46.20hours(Junction/Inflow,cfs) Node35/3.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at46.25hours(Junction/Inflow,cfs) Node35/3.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at46.35hours(Junction/Inflow,cfs) Node35/3.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at46.45hours(Junction/Inflow,cfs) Node35/3.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at46.50hours(Junction/Inflow,cfs) Node35/2.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at46.60hours(Junction/Inflow,cfs) Node35/2.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at46.70hours(Junction/Inflow,cfs) Node35/2.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at46.75hours(Junction/Inflow,cfs) Node35/2.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at46.85hours(Junction/Inflow,cfs) Page98 Coupland_Prop100yr_NoImpact.out Node35/1.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at46.95hours(Junction/Inflow,cfs) Node35/1.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at47.00hours(Junction/Inflow,cfs) Node35/1.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at47.10hours(Junction/Inflow,cfs) Node35/1.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at47.20hours(Junction/Inflow,cfs) Node35/1.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at47.25hours(Junction/Inflow,cfs) Node35/1.00E01 ######################################## ######################################## ===>Systeminflows(datagroupK3)at47.35hours(Junction/Inflow,cfs) Node35/0.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at47.45hours(Junction/Inflow,cfs) Node35/0.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at47.50hours(Junction/Inflow,cfs) Node35/0.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at47.60hours(Junction/Inflow,cfs) Node35/0.00E+00 ######################################## Page99 Coupland_Prop100yr_NoImpact.out ######################################## ===>Systeminflows(datagroupK3)at47.70hours(Junction/Inflow,cfs) Node35/0.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at47.75hours(Junction/Inflow,cfs) Node35/0.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at47.85hours(Junction/Inflow,cfs) Node35/0.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at47.95hours(Junction/Inflow,cfs) Node35/0.00E+00 ######################################## ######################################## ===>Systeminflows(datagroupK3)at48.00hours(Junction/Inflow,cfs) Node35/0.00E+00 ######################################## *===================================================* |TableE5JunctionTimeLimitationSummary| |(0.10or0.25)*Depth*Area| |Timestep=| |SumofFlow| *===================================================* |Thetimethisjunctionwasthelimitingjunction| |islistedinthethirdcolumn.| *===================================================* JunctionTime(.10)Time(.25)Time(sec) Node1333.7984.481980.0 Node14110.28275.700.0 Node1535.2088.00360.0 Node1654.83137.090.0 Node1716.5141.27180.0 Node1839.9399.82180.0 Node1959.83149.570.0 Node2048.27120.671620.0 Node2171.46178.650.0 Page100 Coupland_Prop100yr_NoImpact.out Node2240.08100.21180.0 Node23101.86254.640.0 Node2481.36203.390.0 Node2530.0375.07540.0 Node264.8312.081980.0 Node277.3618.3945540.0 Node2850.96127.40900.0 Node3177.05192.630.0 Node3378.31195.770.0 Node3451.69129.220.0 Node3523.1657.9066420.0 Node3671.14177.850.0 Node37218.72546.800.0 Node411800.001800.000.0 Link42.12.616.525040.0 Node23.1.119.8849.691620.0 Node19.1.13.709.2622140.0 Node18.1.123.2057.9913500.0 Node34.1.112.1330.339180.0 Node39377.21943.020.0 Node4037.7494.351440.0 Thejunctionrequiringthesmallesttimestepwas...Node35 *==========================================================* |TableE5aConduitExplicitConditionSummary| |Courant=ConduitLength| |Timestep=| |Velocity+sqrt(g*depth)| || |ConduitImplicitConditionSummary| |Courant=ConduitLength| |Timestep=| |Velocity| *==========================================================* |The3rdcolumnistheExplicittimesteptimesthe| |minimumcouranttimestepfactor| || |MinimumConduitTimeStepinsecondsinthe4thcolumn| |inthelist.Maximumpossibleis10*maximumtimestep| || |The5thcolumnisthemaximumchangeatanytimestep| Page101 Coupland_Prop100yr_NoImpact.out |duringthesimulation.The6thcolumnisthewobble| |valuewhichisanindicatoroftheflowstability.| || |Youshouldusethissectiontofindthoseconduitsthat| |areslowingyourmodeldown.Usemodifyconduitsto| |alterthelengthoftheslowconduitstomakeyour| |simulationfaster,orchangetheconduitnameto| |"CHME?????"where?????areanycharacters,thiswill| |lengthentheconduitbasedonthemodeltimestep,| |notthevaluelistedinmodifyconduits.| *==========================================================* ConduitTime(exp)Expl*CminTime(imp)Time(min)MaxQchange WobbleTypeofSoln Link149.059.0532.9321.00.049 0.077NormalSoln Link163.133.1329.410.00.034 0.074NormalSoln Link1829.1029.10288.720.00.045 0.398NormalSoln Link2011.9911.9993.730.00.155 0.568NormalSoln Link2230.4730.47254.450.00.121 2.198NormalSoln Link2429.7229.72124.670.00.084 0.516NormalSoln Link264.164.1612.380.00.367 0.312NormalSoln Link3112.2412.2487.250.00.863 0.176NormalSoln Link3311.4511.4573.440.00.984 0.133NormalSoln Link346.586.5833.580.00.084 0.095NormalSoln Link3630.9930.99210.000.01.050 0.012NormalSoln Link3743.2243.22404.870.00.481 0.039NormalSoln Link42.1.11.161.1611.572643.09.384 3.345NormalSoln Link38.153.1353.13382.060.00.095 4.854NormalSoln Link46.11.931.9317.68186.00.900 107.487NormalSoln Link45.14.034.0328.816.00.076 5.267NormalSoln Page102 Coupland_Prop100yr_NoImpact.out Link39.113.0513.0570.730.00.113 8.453NormalSoln Link4120.6620.6673.600.00.019 0.063NormalSoln Link482.292.2915.100.010.849 0.180NormalSoln 227.13.293.2916.690.00.018 2.142NormalSoln 231.13.023.0217.580.00.032 4.246NormalSoln 235.12.412.4117.480.00.256 1.920NormalSoln 239.11.581.583.8418.00.132 3.944NormalSoln 243.11.571.573.380.00.093 6.382NormalSoln 247.11.211.212.846.00.054 1.814NormalSoln 251.12.032.034.050.00.080 5.201NormalSoln 255.15.675.6715.210.00.331 7.413NormalSoln 324.11.981.9810.400.01.090 18.097NormalSoln Restrictor.199.1099.10295.960.00.062 6.084NormalSoln Theconduitwiththesmallesttimesteplimitationwas..Link42.1.1 Theconduitwiththelargestwobblewas.................Link46.1 Theconduitwiththelargestflowchangeinany consecutivetimestep...................................Link48 Page103 Coupland_Prop100yr_NoImpact.out ************************************************ *EndoftimestepDOloopinRunoff* ************************************************ FinalDate(Mo/Day/Year)=1/2/2016 Totalnumberoftimesteps=2878 FinalJulianDate=2016002 Finaltimeofday=86280.seconds. Finaltimeofday=23.97hours. Finalrunningtime=47.9667hours. Finalrunningtime=1.9986days. **************************************************** *ExtrapolationSummaryforWatersheds* *Explainsthenumberoftimestepsanditerations* *usedinthesolutionofthesubcatchments.* *#Steps==>TotalNumberofExtrapolatedSteps* *#Calls==>TotalNumberofOVERLNDCalls* **************************************************** Subcatchment#Steps#CallsSubcatchment#Steps#Calls Subcatchment#Steps#Calls Node39#1186336211Node34.1.1#1186906230 Node18.1.1#1186786226 Node17#1182916097Node19#1191316377 ######################################################### #RainfallinputsummaryfromRunoffContinuityCheck# ######################################################### Totalrainfallreadforgage#1is13.5100in Totalrainfalldurationforgage#1is1440.00minutes ************************************************************ *TableR5.CONTINUITYCHECKFORSURFACEWATER* *Anycontinuityerrorcanbefixedbyloweringthe* *wetandtransitiontimestep.Thetransitiontime* *shouldnotbemuchgreaterthanthewettimestep.* Page104 Coupland_Prop100yr_NoImpact.out ************************************************************ Inchesover cubicfeetTotalBasin TotalPrecipitation(RainplusSnow)1.223090E+0613.510 TotalInfiltration1.109543E+051.226 TotalEvaporation1.334229E+040.147 SurfaceRunofffromWatersheds1.098811E+0612.137 TotalWaterremaininginSurfaceStorage0.000000E+000.000 InfiltrationoverthePerviousArea...1.109543E+052.857 Infiltration+Evaporation+ SurfaceRunoff+Snowremoval+ WaterremaininginSurfaceStorage+ WaterremaininginSnowCover.........1.223108E+0613.510 TotalPrecipitation+InitialStorage.1.223090E+0613.510 Theerrorincontinuityiscalculatedas *************************************** *Precipitation+InitialSnowCover* *Infiltration* *EvaporationSnowremoval* *SurfaceRunofffromWatersheds* *WaterinSurfaceStorage* *WaterremaininginSnowCover* ** *Precipitation+InitialSnowCover* *************************************** PercentContinuityError...............0.0015 **************************************************** *TableR6.ContinuityCheckforChannel/Pipes* *Youshouldhavezerocontinuityerror* *ifyouarenotusingrunoffhydraulics* **************************************************** Inches over cubicfeetTotal Basin InitialChannel/PipeStorage................0.000000E+000.000 FinalChannel/PipeStorage..................0.000000E+000.000 SurfaceRunofffromWatersheds..............1.098811E+0612.137 GroundwaterSubsurfaceInfloworDiversion..0.000000E+000.000 EvaporationLossfromChannels..............0.000000E+000.000 GroundwaterFlowDivertedOutofNetwork....0.000000E+000.000 Channel/Pipe/InletOutflow..................1.098811E+0612.137 InitialStorage+Inflow....................1.098811E+0612.137 Page105 Coupland_Prop100yr_NoImpact.out FinalStorage+Outflow+DivertedGW.......1.098811E+0612.137 ******************************************** *FinalStorage+Outflow+Evaporation* *WatershedRunoffGroundwaterInflow* *InitialChannel/PipeStorage* ** *FinalStorage+Outflow+Evaporation* ******************************************** PercentContinuityError....................0.0000 ################################################## #TableR9.SummaryStatisticsforSubcatchments# ################################################## Note:TotalRunoffDepthincludespervious&imperviousareas. PerviousandImperviousRunoffDepthisonlytherunofffromthosetwo areas. Forcatchmentsreceivingredirectedflow,thisflowwillonlybeshownif theflowisnot directeddirectlytotheoutlet.Flowthatisgettingredirectedisalso listedwith theoriginalsubcatchment. Subcatchment...........Node39#1Node34.1.1#1 Node18.1.1#1Node17#1Node19#1 Area(acres)...........2.270005.20000 4.870000.3600012.24000 PercentImpervious.....50.0000067.00000 67.0000067.0000050.00000 TotalRainfall(in)....13.5100013.51000 13.5100013.5100013.51000 MaxIntensity(in/hr)..14.4000014.40000 14.4000014.4000014.40000 PerviousArea TotalRunoffDepth(in)10.5124410.62824 10.6286510.6434510.48268 PeakRunoffRate(cfs).4.462818.79656 8.248720.6390022.90707 TotalImperviousArea TotalRunoffDepth(in)13.3461713.34202 13.3421313.3461613.34131 PeakRunoffRate(cfs).6.4161918.80772 17.635431.3634832.78414 Page106 Coupland_Prop100yr_NoImpact.out ImperviousAreawithdepressionstorage TotalRunoffDepth(in)10.0096210.00651 10.0066010.0096210.00598 PeakRunoffRate(cfs).4.8121414.10579 13.226571.0226124.58810 ImperviousAreawithoutdepressionstorage TotalRunoffDepth(in)3.336543.33550 3.335533.336543.33533 PeakRunoffRate(cfs).1.604054.70193 4.408860.340878.19603 TotalArea TotalRunoffDepth(in)11.9293012.44647 12.4466812.4542711.91199 PeakRunoffRate(cfs).10.7256027.60428 25.884152.0024854.59076 RationalFormula PerviousTc.(mins)....0.000000.00000 0.000000.000000.00000 Perv.Intensity(in/hr)0.000000.00000 0.000000.000000.00000 PerviousC............0.000000.00000 0.000000.000000.00000 ImperviousTc.(mins)..0.000000.00000 0.000000.000000.00000 Imp.Intensity(in/hr).0.000000.00000 0.000000.000000.00000 ImperviousC..........0.000000.00000 0.000000.000000.00000 PartialArea(Ha)......0.000000.00000 0.000000.000000.00000 PartialAreaTc........0.000000.00000 0.000000.000000.00000 PartialAreaIntensity.0.000000.00000 0.000000.000000.00000 ===>Runoffsimulationendednormally. *==================================================* |TableE6.FinalModelCondition| |Thistableisusedforsteadystate| Page107 Coupland_Prop100yr_NoImpact.out |flowcomparisonandistheinformation| |savedtothehotrestartfile.| |FinalTime=48.050hours| *==================================================* Junction/Depth/Elevation===>"*"JunctionisSurcharged. Node13/0.26/23.00/Node14/0.30/23.00/ Node15/0.60/21.80/ Node16/0.64/21.80/Node17/0.14/20.45/ Node18/0.00/20.45/ Node19/0.78/20.21/Node20/0.58/20.21/ Node21/0.52/20.21/ Node22/0.41/20.21/Node23/0.75/20.20/ Node24/0.33/20.20/ Node25/0.24/19.81/Node26/0.01/18.86/ Node27/0.58/18.80/ Node28/0.02/11.49/Node31/0.01/11.49/ Node33/0.01/11.47/ Node34/0.00/22.28/Node35/0.00/11.49/ Node36/0.02/9.04/ Node37/0.02/8.48/Node41/0.00/8.46/ Link42.1/0.03/12.54/ Node23.1.1/6.90/14.90/Node19.1.1/6.90/14.90/ Node18.1.1/0.00/14.99/ Node34.1.1/0.00/16.32/Node39/0.00/23.15/ Node40/0.02/12.52/ Conduit/Flow===>"*"Conduitusesthenormalflowoption. Link14/0.00*/Link16/0.00/ Link18/0.00/ Link20/0.00/Link22/0.00/ Link24/0.00/ Link26/0.00*/Link31/0.00/ Link33/0.00/ Link34/0.00*/Link36/0.00*/ Link37/0.01*/ Link42.1.1/0.01/Link38.1/0.00/ Link46.1/0.00/ Link45.1/0.00/Link39.1/0.00/ Link41/0.00/ Link48/0.00/227.1/0.00/ 231.1/0.00/ 235.1/0.00/239.1/0.00/ 243.1/0.00/ 247.1/0.00/251.1/0.00/ 255.1/0.00/ 324.1/0.00/Restrictor.1/0.00/ W14/0.00/ Page108 Coupland_Prop100yr_NoImpact.out W15/0.00/W17/0.00/ W20/0.00/ W21/0.00/W24/0.00/ W25/0.00/ W27/0.00/W42/0.00/ W34/0.00/ W18/0.00/FREE#1/0.01/ Conduit/Velocity Link14/0.00/Link16/0.01/ Link18/0.00/ Link20/0.00/Link22/0.02/ Link24/0.07/ Link26/0.01/Link31/0.00/ Link33/0.02/ Link34/0.00/Link36/0.07/ Link37/0.06/ Link42.1.1/0.05/Link38.1/0.00/ Link46.1/0.00/ Link45.1/0.11/Link39.1/0.11/ Link41/0.00/ Link48/0.00/227.1/0.00/ 231.1/0.00/ 235.1/0.00/239.1/0.00/ 243.1/0.01/ 247.1/0.00/251.1/0.27/ 255.1/0.56/ 324.1/0.19/Restrictor.1/0.09/ Conduit/Width Link14/0.17/Link16/0.00/ Link18/0.30/ Link20/0.82/Link22/0.54/ Link24/0.14/ Link26/0.38/Link31/0.32/ Link33/0.34/ Link34/0.00/Link36/0.12/ Link37/0.19/ Link42.1.1/0.18/Link38.1/1.37/ Link46.1/0.02/ Link45.1/1.37/Link39.1/0.98/ Link41/0.00/ Link48/0.05/227.1/1.53/ 231.1/2.18/ 235.1/1.12/239.1/2.29/ 243.1/1.26/ 247.1/2.23/251.1/0.98/ 255.1/1.18/ Page109 Coupland_Prop100yr_NoImpact.out 324.1/1.96/Restrictor.1/0.74/ Junction/EGL Node13/0.26/Node14/0.30/ Node15/0.60/ Node16/0.64/Node17/0.38/ Node18/0.00/ Node19/0.78/Node20/0.58/ Node21/0.52/ Node22/0.41/Node23/0.75/ Node24/0.33/ Node25/0.24/Node26/0.69/ Node27/0.58/ Node28/1.02/Node31/0.01/ Node33/0.01/ Node34/0.00/Node35/0.00/ Node36/0.02/ Node37/0.02/Node41/0.00/ Link42.1/0.03/ Node23.1.1/6.90/Node19.1.1/6.92/ Node18.1.1/1.00/ Node34.1.1/0.00/Node39/0.00/ Node40/3.78/ Junction/Freeboard Node13/17.00/Node14/17.00/ Node15/18.20/ Node16/18.20/Node17/19.55/ Node18/19.55/ Node19/19.79/Node20/19.79/ Node21/19.79/ Node22/19.79/Node23/19.80/ Node24/19.80/ Node25/20.19/Node26/21.14/ Node27/21.20/ Node28/28.51/Node31/28.51/ Node33/28.53/ Node34/17.72/Node35/28.51/ Node36/30.96/ Node37/31.52/Node41/31.54/ Link42.1/27.46/ Node23.1.1/25.10/Node19.1.1/25.10/ Node18.1.1/25.01/ Node34.1.1/23.68/Node39/16.85/ Node40/27.48/ Junction/MaxVolume Node13/25.85/Node14/26.14/ Page110 Coupland_Prop100yr_NoImpact.out Node15/44.64/ Node16/44.95/Node17/55.69/ Node18/53.78/ Node19/66.48/Node20/62.84/ Node21/61.85/ Node22/59.34/Node23/63.31/ Node24/57.20/ Node25/58.53/Node26/54.36/ Node27/62.26/ Node28/143.51/Node31/143.89/ Node33/142.76/ Node34/32.36/Node35/143.87/ Node36/173.23/ Node37/179.35/Node41/179.37/ Link42.1/146.20/ Node23.1.1/209.60/Node19.1.1/209.91/ Node18.1.1/122.60/ Node34.1.1/108.15/Node39/22.46/ Node40/130.62/ Junction/TotalFldng Node13/0.00/Node14/0.00/ Node15/0.00/ Node16/0.00/Node17/0.00/ Node18/0.00/ Node19/0.00/Node20/0.00/ Node21/0.00/ Node22/0.00/Node23/0.00/ Node24/0.00/ Node25/0.00/Node26/0.00/ Node27/0.00/ Node28/0.00/Node31/0.00/ Node33/0.00/ Node34/0.00/Node35/0.00/ Node36/0.00/ Node37/0.00/Node41/0.00/ Link42.1/0.00/ Node23.1.1/0.00/Node19.1.1/0.00/ Node18.1.1/0.00/ Node34.1.1/0.00/Node39/0.00/ Node40/0.00/ Conduit/CrossSectionalArea Link14/0.03/Link16/0.00/ Link18/0.08/ Link20/0.15/Link22/0.06/ Link24/0.02/ Link26/0.11/Link31/0.13/ Page111 Coupland_Prop100yr_NoImpact.out Link33/0.18/ Link34/0.00/Link36/0.06/ Link37/0.09/ Link42.1.1/0.10/Link38.1/0.00/ Link46.1/9.68/ Link45.1/0.00/Link39.1/0.00/ Link41/0.00/ Link48/0.02/227.1/0.28/ 231.1/0.99/ 235.1/0.10/239.1/1.26/ 243.1/0.15/ 247.1/1.16/251.1/0.00/ 255.1/0.00/ 324.1/0.02/Restrictor.1/0.02/ Conduit/FinalVolume Link14/1.96/Link16/0.00/ Link18/18.99/ Link20/17.57/Link22/16.36/ Link24/4.78/ Link26/4.09/Link31/26.37/ Link33/34.65/ Link34/0.00/Link36/31.88/ Link37/65.34/ Link42.1.1/2.03/Link38.1/0.01/ Link46.1/484.03/ Link45.1/0.01/Link39.1/0.01/ Link41/0.00/ Link48/0.84/227.1/9.32/ 231.1/36.98/ 235.1/3.38/239.1/41.76/ 243.1/5.10/ 247.1/27.89/251.1/0.20/ 255.1/0.26/ 324.1/0.77/Restrictor.1/44.21/ Conduit/HydraulicRadius Link14/0.01/Link16/0.00/ Link18/0.02/ Link20/0.05/Link22/0.03/ Link24/0.01/ Link26/0.03/Link31/0.01/ Link33/0.01/ Link34/0.00/Link36/0.00/ Link37/0.01/ Link42.1.1/0.01/Link38.1/0.00/ Link46.1/0.88/ Link45.1/0.01/Link39.1/0.01/ Page112 Coupland_Prop100yr_NoImpact.out Link41/0.00/ Link48/0.00/227.1/0.17/ 231.1/0.37/ 235.1/0.08/239.1/0.43/ 243.1/0.11/ 247.1/0.41/251.1/0.01/ 255.1/0.01/ 324.1/0.02/Restrictor.1/0.02/ Conduit/Upstream/DownstreamElevation Link14/23.00/21.80Link16/21.80/20.69 Link18/20.45/20.21/ Link20/20.21/20.21Link22/20.20/20.21 Link24/20.20/19.81/ Link26/18.86/18.80Link31/11.49/11.49 Link33/11.49/11.47/ Link34/22.28/22.28Link36/11.47/9.04 Link37/9.04/8.48/ Link42.1.1/8.48/8.46Link38.1/12.54/12.54 Link46.1/14.90/14.90/ Link45.1/14.99/14.92Link39.1/16.32/15.99 Link41/23.15/22.28/ Link48/11.49/11.49227.1/23.00/23.00 231.1/21.80/21.80/ 235.1/20.45/20.45239.1/20.21/20.21 243.1/20.21/20.21/ 247.1/20.20/20.20251.1/19.81/19.54 255.1/18.80/16.27/ 324.1/12.52/12.49Restrictor.1/12.54/12.52 *=========================================================* |TableE7IterationSummary| *=========================================================* Totalnumberoftimestepssimulated............960 Totalnumberofpassesinthesimulation........215697 Totalnumberoftimestepsduringsimulation....87642 Ratioofactual#oftimesteps/NTCYC.........91.294 Averagenumberofiterationspertimestep......2.461 Averagetimestepsize(seconds)................1.972 Smallesttimestepsize(seconds)................1.154 Largesttimestepsize(seconds)................180.000 AverageminimumConduitCouranttimestep(sec).3.760 Averageminimumimplicittimestep(sec)........1.970 Averageminimumjunctiontimestep(sec)........1.970 AverageCourantFactorTf.......................1.970 Numberoftimesomegareduced...................0 Page113 Coupland_Prop100yr_NoImpact.out *=========================================================* |TableE8JunctionTimeStepLimitationSummary| *=========================================================* |NotConvr=Numberoftimesthisjunctiondidnot| |convergeduringthesimulation.| |AvgConvr=Averagejunctioniterations.| |Converr=Meanconvergenceerror.| |OmegaCng=Changeofomegaduringiterations| |MaxItern=Maximumnumberofiterations| *=========================================================* JunctionNotConvrAvgConvrTotalIttOmegaCngMaxIternIttrn>10 Ittrn>25Ittrn>40 Node1301.43125008029181 11 Node1401.5413535708899 11 Node1501.611410390686 11 Node1601.78155648022536 2311 Node1701.931690740210357 10269 Node1802.2319526501371347 298195 Node1901.8516238009463 43 Node2001.931687540894 21 Node2101.571377900298 10 Node2201.541351580112 00 Node2301.881649250807 11 Node2401.85162084032810 42 Node2511.56136299050130 2524 Node2602.05179315049755 3431 Node2702.031783020350202 132118 Node2802.992622260481229 123 Page114 Coupland_Prop100yr_NoImpact.out Node3102.972602760500216 207205 Node3301.68147459060 00 Node3401.47128418012374 137 Node3503.473040980498366 352344 Node3601.62142037050 00 Node3743.67321713050124 2323 Node41154191.0216741025050184887 8382383001 Link42.12554.463907340501563 562560 Node23.1.1292.862507520501367 12983 Node19.1.102.7824372404301915 25050 Node18.1.102.7624162004951899 244108 Node34.1.101.831602530140204 1811 Node3901.23107398050 00 Node40353.943449710501764 241228 Totalnumberofiterationsforalljunctions..22393102 Minimumnumberofpossibleiterations.........2629260 Efficiencyofthesimulation..................8.52 Page115 Coupland_Prop100yr_NoImpact.out PoorEfficiency *==========================================================* |ExtranEfficiencyisanindicatoroftheefficiencyof| |thesimulation.Idealefficiencyisoneiterationper| |timestep.Alteringtheunderrelaxationparameter,| |loweringthetimestep,increasingtheflowandhead| |tolerancearegoodwaysofimprovingtheefficiency,| |anotherisloweringtheinternaltimestep.Thelowerthe| |efficiencygenerallythefasteryourmodelwillrun.| |Ifyourefficiencyislessthan1.5thenyoumaytry| |increasingyourtimestepsothatyouroverallsimulation| |isfaster.Idealefficiencywouldbearound2.0| || |GoodEfficiency<1.5meaniterations| |ExcellentEfficiency<2.5and>1.5meaniterations| |GoodEfficiency<4.0and>2.5meaniterations| |FairEfficiency<7.5and>4.0meaniterations| |PoorEfficiency>7.5meaniterations| *==========================================================* *======================================================* |TableE9JUNCTIONSUMMARYSTATISTICS| |TheMaximumareaisonlytheareaofthenode,it| |doesnotincludetheareaofthesurroundingconduits| *======================================================* UppermostMaximumTimeFeetof MaximumMaximumMaximumMaximum GroundPipeCrownJunctionofSurcharge FreeboardJunctionGutterGutterGutter JunctionElevationElevationElevationOccurenceatMaxof nodeAreaDepthWidthVelocity NamefeetfeetfeetHr.Min.Elevation feetft^2feetfeetft/s Node1340.0027.8624.8016270.00 15.2012.56600.000.000.00 Node1440.0027.8224.7816280.00 Page116 Coupland_Prop100yr_NoImpact.out 15.2212.56600.000.000.00 Node1540.0026.3224.7516390.00 15.2512.56600.000.000.00 Node1640.0026.6224.7416390.00 15.2612.56600.000.000.00 Node1740.0025.5124.7416390.00 15.2612.56600.000.000.00 Node1840.0025.5724.7316390.00 15.2712.56600.000.000.00 Node1940.0024.5224.7216390.20 15.2812.56600.000.000.00 Node2040.0025.1724.6316410.00 15.3712.56600.000.000.00 Node2140.0024.7124.6116410.00 15.3912.56600.000.000.00 Node2240.0025.5024.5216420.00 15.4812.56600.000.000.00 Node2340.0025.5224.4916430.00 15.5112.56600.000.000.00 Node2440.0026.2824.4216430.00 15.5812.56600.000.000.00 Node2540.0025.9124.2316450.00 15.7712.56600.000.000.00 Node2640.0025.2423.181790.00 16.8212.56600.000.000.00 Node2740.0024.6123.171790.00 16.8312.56600.000.000.00 Node2840.0029.4422.8918250.00 17.1112.56600.000.000.00 Node3140.0027.8422.9318240.00 17.0712.56600.000.000.00 Node3340.0029.4322.8218290.00 17.1812.56600.000.000.00 Node3440.0027.1024.8616260.00 15.1412.56600.000.000.00 Node3540.0027.8222.9418240.00 17.0612.56600.000.000.00 Node3640.0028.0522.8118290.00 17.1912.56600.000.000.00 Node3740.0028.4022.7318250.00 17.2712.56600.000.000.00 Node4140.0028.4022.7318250.00 17.2712.56600.000.000.00 Link42.140.0017.5124.1416446.63 15.8612.56600.000.000.00 Node23.1.140.0018.4224.6816396.26 15.3212.56600.000.000.00 Node19.1.140.0018.4224.7016396.28 Page117 Coupland_Prop100yr_NoImpact.out 15.3012.56600.000.000.00 Node18.1.140.0018.4924.7516386.26 15.2512.56600.000.000.00 Node34.1.140.0018.8224.9316256.11 15.0712.56600.000.000.00 Node3940.0027.9724.9416250.00 15.0612.56600.000.000.00 Node4040.0019.2722.8918253.62 17.1112.56600.000.000.00 *======================================================* |TableE10CONDUITSUMMARYSTATISTICS| |Note:Thepeakflowmaybelessthanthedesignflow| |andtheconduitmaystillsurchargebecauseofthe| |downstreamboundaryconditions.| || |*denotesanopenconduitthathasbeenovertopped| |thisisapotentialsourceofsevereerrors| *======================================================* ConduitMaximumMaximumTimeMaximum TimeRatioofMaximumWaterRatio DesignDesignVerticalComputedofComputed ofMax.toElevatPipeEndsd/D ConduitFlowVelocityDepthFlowOccurenceVelocity OccurenceDesignUpstreamDwnstrmUSDS Name(cfs)(ft/s)(in)(cfs)Hr.Min.(ft/s)Hr. Min.Flow(ft)(ft) Link14596.74837.626257.840022.130416242.0850 16150.037124.780224.75280.3690.675 Link16887.901911.347057.840021.653016250.7825 16250.024424.737424.74210.6090.841 Link18264.74153.383357.842531.151216250.8501 15230.117724.729824.72060.8261.042* Link20316.72763.692560.240080.829416241.2557 16230.255224.630524.61230.8930.981 Link2272.59770.564664.200074.236416251.1105 16211.022624.522224.48810.8140.811 Link24267.18702.367673.320063.161016252.2484 16210.236424.422024.22810.6960.725 Link261249.14610.084476.680058.378916413.1400 16150.046723.176323.17500.6770.775 Link3122103.960.7876196.32001380.7091742.2889 16210.062522.930722.89060.7000.698 Link3329068.210.9626215.64001445.48816532.6242 16330.049722.890622.82090.6360.632 Page118 Coupland_Prop100yr_NoImpact.out Link34500.43806.395457.840022.848616221.5255 16130.045724.855224.79710.3770.522 Link36284979.09.2782215.64001435.49816542.3799 16200.005022.820922.80600.6320.767 Link3782357.802.9857228.36001304.87018231.8482 16250.015822.806022.73250.7240.750 Link42.1.111938.340.0000239.28001305.63418251.7297 16500.109422.732522.73430.7160.716 Link38.129.03123.017442.000027.867416172.8655 16170.959924.680024.14452.7892.896 Link46.13.18160.000042.000027.904316172.8338 16178.770624.704724.68014.7734.766 Link45.129.30113.045542.000027.916316172.8704 16170.952724.746824.70482.7882.796 Link39.114.76883.008730.000018.18191693.6572 1691.231124.926424.74673.4433.503 Link41325.15044.155357.840010.114816201.8383 1650.031124.937324.85520.3710.534 Link4846955.911.7426195.96001390.6471732.5339 16210.029622.939322.93070.7010.701 227.112.31122.508030.00008.549916242.1282 1690.694524.797124.78020.8230.832 231.111.60382.363930.000011.735916142.3067 16141.011424.752824.73741.4211.431 235.126.59945.418830.00009.414116261.9087 16260.353924.742124.72981.7171.768 239.132.61146.643530.000045.304816139.1822 16131.389224.720624.63052.0042.080 243.121.24734.328530.000049.8658161610.1229 16162.346924.612324.52221.7851.797 247.154.305811.063130.000042.041216188.5345 16180.774224.488124.42201.8471.989 251.126.15195.327630.000058.5484163411.8767 16342.238824.228123.17631.7711.455 255.195.046013.446336.000058.086116418.1931 16410.611123.175022.89451.4582.208 324.156.16852.860660.000081.686316334.1375 16331.454322.894522.89062.0772.080 Restrictor.121.01330.537722.800127.809416179.5274 16161.323424.144522.89456.1235.471 W14UndefndUndefndUndefnd14.13971622 W15UndefndUndefndUndefnd13.11321625 W17UndefndUndefndUndefnd13.91861625 W20UndefndUndefndUndefnd54.64391625 W21UndefndUndefndUndefnd48.31381630 W24UndefndUndefndUndefnd40.09261631 W25UndefndUndefndUndefnd4.56081645 W27UndefndUndefndUndefnd0.000000 Page119 Coupland_Prop100yr_NoImpact.out W42UndefndUndefndUndefnd9.4984178 W34UndefndUndefndUndefnd13.37811621 W18UndefndUndefndUndefnd13.35901612 FREE#1UndefndUndefndUndefnd1305.6611825 *==================================================* |TableE11.Areaassumptionsusedintheanalysis| |SubcriticalandCriticalflowassumptionsfrom| |SubroutineHead.SeeFigure171inthe| |manualforfurtherinformation.| *==================================================* DurationDurationDurat.ofDurat.of ofofSubUpstreamDownstreamMaximum MaximumMaximum ConduitDryCriticalCriticalCriticalHydraulic XSectVel*D NameFlow(min)Flow(min)Flow(min)Flow(min)Radiusm Area(ft^2)(ft^2/s) Link141257.731622.270.000.000.880 19.9644.870 Link161123.63355.847.471393.071.276 38.9332.668 Link181344.87327.241207.890.001.762 68.6522.536 Link2050.772829.230.000.002.161 75.3245.641 Link2278.072742.9359.000.002.168 85.9114.128 Link24135.601444.210.001300.191.557 47.7007.464 Link26138.002742.000.000.002.008 65.6647.216 Link3139.002841.000.000.005.940 1195.51023.583 Link3339.142840.860.000.006.136 954.54827.328 Link342668.25201.5610.190.001.141 13.8452.733 Link3640.502839.500.000.005.773 2931.60325.896 Link3740.502839.500.000.007.060 757.34724.863 Link42.1.140.502839.500.000.007.185 766.90424.300 Page120 Coupland_Prop100yr_NoImpact.out Link38.1210.701236.580.001432.721.046 9.86527.305 Link46.19.002871.000.000.001.065 10.08646.480 Link45.19.002641.450.00229.551.065 10.08527.299 Link39.19.00810.640.002060.360.759 5.07827.751 Link4115.002865.000.000.000.868 14.0352.483 Link4839.002841.000.000.006.089 1094.73425.944 227.1963.481916.520.000.000.761 4.3414.085 231.1952.561927.440.000.000.761 5.1466.503 235.156.702823.300.000.000.760 5.1338.230 239.125.502851.243.260.000.758 5.09238.104 243.170.762800.249.000.000.760 5.13236.775 247.1119.892760.110.000.000.756 5.03331.363 251.1137.78348.110.002394.110.760 5.11245.303 255.1143.20750.630.131986.050.896 7.26141.770 324.1140.562009.140.00730.301.521 20.58439.249 Restrictor.1116.652763.350.000.000.578 2.97291.634 *===========================================* |TableE12.MeanConduitFlowInformation| *===========================================* MeanTotalMeanLowMean MeanMeanMean ConduitFlowFlowPercentFlowFroude HydraulicCrossConduit Name(cfs)(ft^3)ChangeWeightngNumber RadiusAreaRoughness Link140.43575136.5030.0000.6320.022 0.0690.6000.040 Link160.43575125.5890.0000.6470.250 0.1381.9870.040 Page121 Coupland_Prop100yr_NoImpact.out Link180.32055239.4480.0000.6600.064 0.3405.7330.040 Link203.382584365.3450.0000.9980.045 0.5999.4110.040 Link223.383584539.6500.0000.9930.051 0.55410.7090.040 Link243.386585142.7220.0000.9830.182 0.4594.9600.040 Link263.384584774.6940.0000.9820.218 0.4838.8480.040 Link31255.99644236052.2440.0000.9990.123 2.562253.3050.033 Link33262.34745333547.2410.0000.9990.178 2.439223.9260.033 Link340.43575120.2960.0000.1230.011 0.0901.0090.040 Link36262.45945352910.6300.0000.9990.186 2.702261.8150.033 Link37262.70845395897.1210.0000.9990.090 3.457251.9320.032 Link42.1.1262.92045432626.8110.0010.9990.074 3.678271.7080.032 Link38.12.965512360.3940.0000.9710.289 0.5184.2780.013 Link46.12.972513646.2870.0001.0000.022 0.8729.6600.013 Link45.12.976514181.0920.0001.0000.281 0.5134.2050.013 Link39.11.492257820.7000.0001.0000.512 0.3381.9570.013 Link410.56998380.0250.0001.0000.405 0.1770.8600.040 Link48255.99644236192.8220.0000.9990.144 2.537228.3160.033 227.10.21236590.5040.0000.7060.021 0.1690.4510.015 231.10.26946397.1390.0000.7120.010 0.3111.2100.015 235.10.31654531.3580.0000.9970.100 0.2261.0510.013 239.12.508433345.8610.0001.0000.087 0.6353.2730.015 243.12.607450442.2300.0000.9940.132 0.4782.1450.015 247.12.546440009.2810.0000.9860.099 0.6133.0600.013 251.13.363581131.4180.0000.9820.744 0.2681.1970.015 Page122 Coupland_Prop100yr_NoImpact.out 255.13.385584964.1090.0000.9811.386 0.2701.6770.013 324.16.1071055246.5050.0000.9820.181 0.90710.6940.013 Restrictor.12.969512959.2550.0000.9870.159 0.4052.0900.003 W140.22538838.837 W150.16628705.763 W170.21336834.851 W200.875151203.553 W210.776134034.191 W240.840145129.593 W250.0234058.205 W270.0000.000 W420.24642564.650 W340.13423101.313 W180.20936120.545 FREE#1263.00445447079.150 *===============================================================* |TableE13.Channellosses(H),headwaterdepth(HW),tailwater| |depth(TW),criticalandnormaldepth(YcandYn).| |Usethissectionforculvertcomparisons| *===============================================================* ConduitMaximumHeadFrictionCriticalNormalHW TW NameFlowLossLossDepthDepthElevat Elevat Link1422.1030.0000.2301.2931.36624.762 24.698MaxFlow Link1621.3440.0000.0081.2741.16324.703 24.711MaxFlow Link1830.7440.0000.0271.4762.10424.694 24.673MaxFlow Link2080.5630.0000.0501.9682.86024.440 24.399MaxFlow Link220.0010.0000.0060.0010.01520.204 20.213MaxFlow Link2462.3520.0000.5662.1813.87223.715 23.073MaxFlow Link2658.3620.0000.0131.9352.11223.058 23.056MaxFlow Link311380.1800.0000.0514.40312.56522.517 22.466MaxFlow Link331444.0760.0000.0504.90613.15822.327 Page123 Coupland_Prop100yr_NoImpact.out 22.272MaxFlow Link340.0060.0000.0020.0060.01223.076 23.073MaxFlow Link361435.2440.0000.0644.8925.75022.272 22.175MaxFlow Link371304.8560.0000.0825.5609.23122.805 22.729MaxFlow Link42.1.11305.3870.0000.0025.41714.27222.731 22.733MaxFlow Link38.127.8230.0000.8181.6252.74824.418 23.602MaxFlow Link46.127.8500.0000.0371.6263.50024.454 24.416MaxFlow Link45.127.8620.0000.0621.6272.72824.515 24.454MaxFlow Link39.117.8850.0000.4721.4312.50023.744 23.266MaxFlow Link4110.1090.0000.1290.9461.27524.898 24.798MaxFlow Link481390.0070.0000.0104.82611.90522.488 22.472MaxFlow 227.18.5470.0000.0190.9721.53424.780 24.761MaxFlow 231.110.7770.0000.0331.0991.90624.240 24.211MaxFlow 235.10.0000.0000.0000.0000.00020.450 20.450MaxFlow 239.10.0000.0000.0000.0000.00020.213 20.213MaxFlow 243.10.0010.0000.0000.0010.00120.213 20.213MaxFlow 247.10.0010.0000.0000.0010.00120.204 20.204MaxFlow 251.158.4990.0001.2902.3762.50024.134 22.843MaxFlow 255.158.0790.0000.9392.4641.69423.056 22.121MaxFlow 324.181.6060.0000.0422.5585.00021.802 21.761MaxFlow Restrictor.127.7780.0003.1311.7831.90023.602 20.476MaxFlow *==========================================================* |TableE13a.CULVERTANALYSISCLASSIFICATION,| |andthetimetheculvertwasinaparticular| |classificationduringthesimulation.Thetimeis| |inminutes.TheDynamicWaveEquationisusedfor| |allconduitanalysisbuttheculvertflowclassification| Page124 Coupland_Prop100yr_NoImpact.out |conditionisbasedontheHWandTWdepths.| *==========================================================* MildMildSteepMildMild SlopeSlopeTWSlopeTWSlugFlowSlopeSlope CriticalDControlInsignfOutlet/TW>DTW<=D ConduitOutletOutletEntranceEntranceOutletOutlet OutletInletInlet NameControlControlControlControlControlControl ControlControlConfiguration Link140.0001614.0001266.0000.0000.0000.000 0.0000.000None Link16435.0001116.0001140.000189.0000.0000.000 0.0000.000None Link180.0001521.0001344.0000.00015.0000.000 0.0000.000None Link203.0002829.00048.0000.0000.0000.000 0.0000.000None Link220.0002802.00078.0000.0000.0000.000 0.0000.000None Link24792.0001953.000135.0000.0000.0000.000 0.0000.000None Link260.0002742.000138.0000.0000.0000.000 0.0000.000None Link310.0002841.00039.0000.0000.0000.000 0.0000.000None Link330.0002841.00039.0000.0000.0000.000 0.0000.000None Link340.000210.0002670.0000.0000.0000.000 0.0000.000None Link360.0002841.00039.0000.0000.0000.000 0.0000.000None Link370.0002841.00039.0000.0000.0000.000 0.0000.000None Link42.1.10.0002841.0000.00039.0000.0000.000 0.0000.000None Link38.1549.0001476.000210.0000.000645.0000.000 0.0000.000None Link46.16.00090.0000.0009.0002775.0000.000 0.0000.000None Link45.181.0002235.0009.0000.000555.0000.000 0.0000.000None Link39.1927.0001398.0009.0000.000546.0000.000 0.0000.000None Link411665.0001200.00015.0000.0000.0000.000 Page125 Coupland_Prop100yr_NoImpact.out 0.0000.000None Link480.0002841.00039.0000.0000.0000.000 0.0000.000None 227.10.0001917.000963.0000.0000.0000.000 0.0000.000None 231.10.0001818.000951.0000.000111.0000.000 0.0000.000None 235.10.0002601.00054.0000.000138.00087.000 0.0000.000None 239.10.0000.00024.0002580.00015.000261.000 0.0000.000None 243.10.0002565.00069.0000.000246.0000.000 0.0000.000None 247.10.0000.000117.0002511.0000.000252.000 0.0000.000None 251.11110.0001389.000135.0000.000246.0000.000 0.0000.000None 255.10.0000.0002403.000153.0000.000252.000 72.0000.000None 324.1345.0001773.000138.0000.000624.0000.000 0.0000.000None Restrictor.130.0001545.000114.0000.0001191.0000.000 0.0000.000None *=====================================* |KinematicWaveApproximations| |TimeinMinutesforEachCondition| *=====================================* ConduitDurationofSlopeSuperRoll NameNormalFlowCriteriaCriticalWaves Link141794.091913.540.000.00 Link1662.83344.90396.040.00 Link180.00253.260.000.00 Link2016.212824.880.080.00 Link220.000.000.000.00 Link240.14273.580.000.00 Link261132.722738.240.160.00 Link310.2234.980.000.00 Link330.000.000.000.00 Link341713.311715.710.000.00 Link36795.682837.770.680.00 Link379.172709.010.000.00 Link42.1.179.44119.060.000.00 Link38.1122.181170.67212.650.00 Link46.10.10785.010.000.00 Link45.1447.082614.24131.840.00 Page126 Coupland_Prop100yr_NoImpact.out Link39.10.15773.7014.000.00 Link410.91221.2318.880.00 Link485.02690.900.000.00 227.10.041175.140.390.00 231.10.001155.990.000.00 235.10.005.730.000.00 239.10.000.000.000.00 243.10.000.000.000.00 247.10.000.000.000.00 251.10.10259.7928.530.00 255.1317.61735.532122.080.00 324.10.121784.514.290.00 Restrictor.10.26656.940.000.00 *========================================================* |TableE14NaturalChannelOverbankFlowInformation| *========================================================* <MaximumVelocity><MaximumFlow> <MaximumArea><Max.StorageVolume> ConduitLeftCenterRightLeftCenterRight LeftCenterRightLeftCenterRightMaximum NameVelocityVelocityVelocityFlowFlowFlow AreaAreaAreaAreaAreaAreaDepth Link140.0001.1100.0000.00022.1300.000 0.00019.9330.0000.0001362.5940.00019.964 Link160.2720.5810.0000.85020.8030.000 3.13135.7980.00071.535817.9870.00035.802 Link180.2920.4840.3352.48027.7010.970 8.49257.1942.8962064.74613905.677704.04857.191 Link200.6641.1410.8335.87072.7532.206 8.84063.7602.6501038.7787492.396311.39363.760 Link220.4290.8950.5992.17971.4660.591 5.07579.8270.9871433.27022543.119278.81379.827 Link240.4241.3970.3471.47261.6780.011 3.46744.1590.031971.27612370.3918.80944.161 Link260.5380.9430.5554.23153.6870.461 7.86856.9430.830305.5752211.68432.24556.943 Link310.2061.7600.30785.5861244.98350.140 414.866707.342163.22999679.748141241.99429635.933711.764 Link330.0002.1400.3000.0001341.134104.354 0.000626.606348.2790.000120721.81667050.752626.940 Link340.0001.6540.0000.00022.8490.000 0.00013.8170.0000.000680.5090.00013.845 Link360.1311.3950.153163.0661149.879122.553 1241.795824.111800.665611087.348411585.990410492.894824.111 Page127 Coupland_Prop100yr_NoImpact.out Link370.1951.5470.049136.6841168.0850.101 700.347755.1842.055518235.759562944.6931536.565757.347 Link42.1.10.0721.6860.06213.4261292.0040.205 185.388766.4543.3243767.08615336.73666.879766.904 Link410.0000.7220.0000.00010.1150.000 0.00014.0050.0000.0001870.3750.00014.035 Link480.1671.9940.34758.4861279.69252.469 350.020641.730151.36813391.76624552.5935791.356641.891 *========================================================* |TableE14aNaturalChannelEncroachmentInformation| *========================================================* <ExistingConveyanceCondition>< EncroachmentConveyanceCondition><%Volume><EncroachmentData> ConduitLeftCentreRightTotalLeftRightLeft CentreRightTotalLeftRightReductionDepth NameBankChannelBankStationStationBank ChannelBankStationStationLeftRightIncr.Method Link140.0000831.200.0000831.205.903021.8120.0000831.20 0.0000831.205.903021.8120.00000.00000.0000None Link1678.8671930.10.00002009.00.000024.44978.8671930.1 0.00002009.00.000024.4490.00000.00000.0000None Link18370.294136.6144.924651.90.000033.008370.294136.6 144.924651.90.000033.0080.00000.00000.0000None Link20400.024957.7150.345508.00.000031.030400.024957.7 150.345508.00.000031.0300.00000.00000.0000None Link22170.175581.546.1865797.90.000037.969170.175581.5 46.1865797.90.000037.9690.00000.00000.0000None Link2463.1002644.30.46762707.80.000030.52863.1002644.3 0.46762707.80.000030.5280.00000.00000.0000None Link26323.794108.335.2684467.40.000028.321323.794108.3 35.2684467.40.000028.3210.00000.00000.0000None Page128 Coupland_Prop100yr_NoImpact.out Link315885.885618.43448.194952.34494.35492.75885.885618.4 3448.194952.34494.35492.70.00000.00000.0000None Link330.000098209.37641.7105851.3449.24053.90.000098209.3 7641.7105851.3449.24053.90.00000.00000.0000None Link340.0000515.100.0000515.107.529220.5460.0000515.10 0.0000515.107.529220.5460.00000.00000.0000None Link3616757.9118170.12594.5147523.3325.55704.816757.9118170. 12594.5147523.3325.55704.80.00000.00000.0000None Link3714653.6125228.10.820139892.4980.55357.914653.6125228. 10.820139892.4980.55357.90.00000.00000.0000None Link42.1.11373.8132203.20.935133597.4943.35372.71373.8132203. 20.935133597.4943.35372.70.00000.00000.0000None Link410.0000524.210.0000524.217.474020.5890.0000524.21 0.0000524.217.474020.5890.00000.00000.0000None Link484211.592148.53778.2100138.4402.45437.34211.592148.5 3778.2100138.4402.45437.30.00000.00000.0000None *==================================* |TableE14bFloodplainMapping| *==================================* ConduitUpstreamDownstreamChannelCenter<LeftOffsets ><RightOffsets><ChannelWidths> NameWSElev.WSElev.LengthStationNaturalEncroach BankNaturalEncroachBankTotalEncroach. Link1424.780224.752868.360015.00009.09709.0970 10.00006.81206.812010.000015.909015.9090 Page129 Coupland_Prop100yr_NoImpact.out Link1624.737424.742122.850015.000015.000015.0000 10.00009.44959.449510.000024.449524.4495 Link1824.729824.7206243.130015.000015.000015.0000 10.000018.008418.008410.000033.008433.0084 Link2024.630524.6123117.510015.000015.000015.0000 10.000016.030016.030010.000031.030031.0300 Link2224.488124.5222282.400025.000025.000025.0000 20.000012.969012.969010.000037.969037.9690 Link2424.422024.2281280.130020.000020.000020.0000 10.000010.527510.527510.000030.527530.5275 Link2623.176323.175038.840015.350015.350015.3500 9.720012.970712.970710.070028.320728.3207 Link3122.930722.8906199.68004765.9700271.6434271.6434 106.3600726.6823726.682369.3100998.3256998.3256 Link3322.890622.8209192.66003498.920049.766249.7662 70.7100554.9306554.930648.4200604.6967604.6967 Link3424.797124.855249.250015.00007.47087.4708 10.00005.54615.546110.000013.016913.0169 Link3622.820922.8060499.43003687.5900362.1253362.1253 94.86002017.21002017.210053.46002379.33532379.3353 Link3722.806022.7325745.44005037.420056.887256.8872 110.9000320.4471320.447178.4400377.3343377.3343 Link42.1.122.732522.734320.01004995.780052.491152.4911 118.3100376.9494376.949464.8400429.4405429.4405 Page130 Coupland_Prop100yr_NoImpact.out Link4124.937324.8552133.550015.00007.52607.5260 10.00005.58915.589110.000013.115113.1151 Link4822.939322.930738.26004722.1000319.7154319.7154 66.5800715.2120715.212048.42001034.92741034.9274 *=========================================================* |TableE15SPREADSHEETINFOLIST| |ConduitFlowandJunctionDepthInformationforusein| |spreadsheets.Themaximumvaluesinthistablearethe| |truemaximumvaluesbecausetheysampleeverytimestep.| |Thevaluesinthereviewresultsmayonlybethe| |maximumofasubsetofallthetimestepsintherun.| |Note:Theseflowsareonlytheflowsinasinglebarrel.| *=========================================================* ConduitMaximumTotalMaximumMaximum## JunctionInvertMaximum NameFlowFlowVelocityVolume## NameElevationElevation (cfs)(ft^3)(ft/s)(ft^3)## (ft)(ft) ## Link1422.1304475136.502762.084981362.59375## Node1322.7400024.79712 Link1621.6529875125.589440.78246889.52190## Node1422.7000024.78021 Link1831.1512455239.447780.8500918287.68951## Node1521.2000024.75282 Link2080.82944584365.344721.255738842.56646## Node1621.1600024.73736 Link2274.23636584539.650041.1104824255.20198## Node1720.3100024.74212 Link2463.16102585142.722332.2484413350.47694## Node1820.4500024.72978 Link2658.37888584774.694313.139972549.50379## Node1919.4300024.72063 Link311380.7087944236052.244262.28886270557.67516## Node2019.6300024.63048 Link331445.4880745333547.241432.62422187772.56803## Node2119.6900024.61233 Link3422.8486275120.296281.52546680.50907## Page131 Coupland_Prop100yr_NoImpact.out Node2219.8000024.52223 Link361435.4983945352910.630482.379901433166.23280## Node2319.4500024.48811 Link371304.8701445395897.121411.848181082717.01731## Node2419.8700024.42204 Link42.1.11305.6340345432626.810531.7296819170.70140## Node2519.5700024.22813 Link38.127.86743512360.394362.8654710877.75575## Node2618.8500023.17626 Link46.127.90427513646.286892.83385504.18654## Node2718.2200023.17498 Link45.127.91626514181.092112.87041832.39712## Node2811.4700022.89061 Link39.118.18195257820.699763.657161309.54684## Node3111.4800022.93069 Link4110.1148398380.025441.838341870.37498## Node3311.4600022.82092 Link481390.6474744236192.822262.5339043735.71565## Node3422.2800024.85520 227.18.5498736590.504142.12823144.73921## Node3511.4900022.93925 231.111.7358746397.139412.30670193.16964## Node369.0200022.80599 235.19.4141454531.358371.90869171.30473## Node378.4600022.73252 239.145.30479433345.861179.18222171.20006## Node418.4600022.73434 243.149.86576450442.2296010.12291172.84017## Link42.112.5100024.14452 247.142.04117440009.280658.53449123.07902## Node23.1.18.0000024.68007 251.158.54843581131.4181911.87669247.19453## Node19.1.18.0000024.70477 255.158.08610584964.108778.19311887.44825## Node18.1.114.9900024.74675 324.181.686331055246.504954.13748885.10299## Node34.1.116.3200024.92643 Restrictor.127.80942512959.255499.527358369.47586## Node3923.1500024.93733 W1414.1397038838.836910.000000.00000## Node4012.5000022.89447 W1513.1131628705.763250.000000.00000## W1713.9185736834.850700.000000.00000## W2054.64388151203.552710.000000.00000## W2148.31379134034.191440.000000.00000## W2440.09262145129.593300.000000.00000## W254.560824058.204870.000000.00000## W270.000000.000000.000000.00000## Page132 Coupland_Prop100yr_NoImpact.out W429.4983942564.650400.000000.00000## W3413.3780623101.312520.000000.00000## W1813.3589936120.545140.000000.00000## FREE#11305.6612145447079.149710.000000.00000## *====================================================* |TableE15aSPREADSHEETREACHLIST| |PeakflowandTotalFlowlistedbyReachorthose| |conduitsordiversionshavingthesame| |upstreamanddownstreamnodes.| *====================================================* UpstreamDownstreamMaximumTotal NodeNodeFlowFlow (cfs)(ft^3) Node14Node1522.13075137. Node16Node1721.65375126. Node18Node1931.15155239. Node20Node2180.8295.84365E+05 Node23Node2274.2365.84540E+05 Node24Node2563.1615.85143E+05 Node26Node2758.3795.84775E+05 Node31Node281380.74.42361E+07 Node28Node331445.54.53335E+07 Node13Node3422.84975120. Node33Node361435.54.53529E+07 Node36Node371304.94.53959E+07 Node37Node411305.64.54326E+07 Node23.1.1Link42.127.8675.12360E+05 Node19.1.1Node23.1.127.9045.13646E+05 Node18.1.1Node19.1.127.9165.14181E+05 Node34.1.1Node18.1.118.1822.57821E+05 Node39Node3410.11598380. Node35Node311390.64.42362E+07 Node13Node148.549936591. Node15Node1611.73646397. Node18Node179.414154531. Node20Node1945.3054.33346E+05 Node22Node2149.8664.50442E+05 Node24Node2342.0414.40009E+05 Node25Node2658.5485.81131E+05 Node27Node4058.0865.84964E+05 Node40Node2881.6861.05525E+06 Link42.1Node4027.8095.12959E+05 Node13Node1414.14038839. Node15Node1613.11328706. Node17Node1813.91936835. Page133 Coupland_Prop100yr_NoImpact.out Node19Node2054.6441.51204E+05 Node21Node2248.3141.34034E+05 Node23Node2440.0931.45130E+05 Node25Node264.56084058.2 Node40Node289.498442565. Node34.1.1Node3413.37823101. Node18.1.1Node1813.35936121. ######################################################### #TableE16.NewConduitInformationSection# #ConduitInvert(IE)ElevationandConduit# #MaximumWaterSurface(WS)Elevations# ######################################################### ConduitNameUpstreamNodeDownstreamNodeIEUpIEDn WSUpWSDnConduitType Link14Node14Node1523.0021.50 24.7824.75Natural Link16Node16Node1721.8020.69 24.7424.74Natural Link18Node18Node1920.7519.70 24.7324.72Natural Link20Node20Node2120.1519.69 24.6324.61Natural Link22Node23Node2220.1720.15 24.4924.52Natural Link24Node24Node2520.1719.80 24.4224.23Natural Link26Node26Node2718.8518.22 23.1823.17Natural Link31Node31Node2811.4811.47 22.9322.89Natural Link33Node28Node3311.4711.46 22.8922.82Natural Link34Node13Node3423.0422.28 24.8024.86Natural Link36Node33Node3611.469.020 22.8222.81Natural Link37Node36Node379.0208.460 22.8122.73Natural Link42.1.1Node37Node418.4608.460 22.7322.73Natural Link38.1Node23.1.1Link42.114.9214.01 24.6824.14Circular Link46.1Node19.1.1Node23.1.18.0008.000 24.7024.68Circular Page134 Coupland_Prop100yr_NoImpact.out Link45.1Node18.1.1Node19.1.114.9914.92 24.7524.70Circular Link39.1Node34.1.1Node18.1.116.3215.99 24.9324.75Circular Link41Node39Node3423.1522.28 24.9424.86Natural Link48Node35Node3111.4911.48 22.9422.93Natural 227.1Node13Node1422.7422.70 24.8024.78Circular 231.1Node15Node1621.2021.16 24.7524.74Circular 235.1Node18Node1720.4520.31 24.7324.74Circular 239.1Node20Node1919.7119.43 24.6324.72Circular 243.1Node22Node2120.1520.03 24.5224.61Circular 247.1Node24Node2319.8719.45 24.4224.49Circular 251.1Node25Node2619.8019.54 24.2323.18Circular 255.1Node27Node4018.8016.27 23.1722.89Circular 324.1Node40Node2812.5112.49 22.8922.89Circular Restrictor.1Link42.1Node4012.5112.50 24.1422.89CircOrif *=============================================================================* |TableE18JunctionContinuityError.DivisionbyVolumeadded11/96| || |ContinuityError=NetFlow+BeginningVolumeEndingVolume| || |TotalFlow+(BeginningVolume+EndingVolume)/2| || |NetFlow=NodeInflowNodeOutflow| |TotalFlow=absolute(Inflow+Outflow)| |Intermediatecolumnisajudgementonthenodecontinuityerror.| || |Excellent<1percentGreat1to2percentGood2to5percent| |Fair5to10percentPoor10to25percentBad25to50percent| |Terrible>50percent| *=============================================================================* Junction<ContinuityError>RemainingBeginning NetFlowTotalFlowFailedto NameVolume%ofNode%ofInflowVolumeVolume Page135 Coupland_Prop100yr_NoImpact.out ThruNodeThruNodeConverge Node13237.65810.15790.00058.32450.0000 229.3337150549.63730 Node1462.56720.04160.000112.17400.0000 50.3931150565.84380 Node1529.22840.01950.000128.71370.0000 0.5147150239.40540 Node161.57060.00100.000025.87370.0000 24.3030150228.49210 Node1726.21560.01430.00012.39610.0000 28.6117182765.13410 Node18282.63060.15470.000632.40650.0000 250.2241182726.20200 Node19175.74080.01500.000458.16890.0000 117.57191169007.9430 Node2089.65370.00770.000250.09140.0000 139.74511168914.7590 Node21194.16070.01660.000434.39630.0000 159.76431168841.7660 Node2281.54350.00700.000213.31990.0000 68.22351169016.0710 Node23676.72580.05790.001525.35270.0000 651.37311169678.5240 Node24113.89560.00970.000314.99330.0000 Page136 Coupland_Prop100yr_NoImpact.out 98.90231170281.5960 Node2589.12110.00760.00024.46520.0000 84.65591170332.3451 Node26387.72800.03310.00097.17820.0000 394.90621169964.3170 Node27164.03070.01400.000414.37910.0000 149.65161169738.8030 Node28488.00050.00050.001128.82810.0000 459.172490667410.640 Node312032.11710.00230.004518.28360.0000 2013.833588472245.070 Node3319811.13810.02180.043736.79730.0000 19774.340890686457.870 Node34153.03290.07780.00030.00110.0000 153.0341196601.63420 Node351439.43000.00160.00320.96940.0000 1438.460688474130.340 Node3643646.23670.04810.096359.75270.0000 43586.484090748807.750 Node37338.33940.00040.000734.80190.0000 303.537590828523.934 Node41223.20140.00020.00050.60550.0000 222.595990879705.96154 Link42.1418.95380.04090.000920.43510.0000 Page137 Coupland_Prop100yr_NoImpact.out 398.51861025319.650255 Node23.1.1753.71810.07340.0017328.76090.0000 1082.47901026006.68129 Node19.1.128.68670.00280.0001328.75310.0000 357.43981027827.3790 Node18.1.1195.90580.01910.00040.00840.0000 195.89751028132.3940 Node34.1.178.92160.01530.00020.00490.0000 78.9265515836.45150 Node3991.94160.04670.00020.00120.0000 91.9404196669.44360 Node40175.75850.00800.000420.60680.0000 196.36532195734.52035 Thetotalcontinuityerrorwas69100.cubicfeet Theremainingtotalvolumewas1210.8cubicfeet YourmeannodecontinuityerrorwasExcellent YourworstnodecontinuityerrorwasExcellent *===================================================* |TableE19JunctionInflow&OutflowListing| |Unitsareeitherft^3orm^3| |dependingontheunitsinyourmodel.| *===================================================* ConstantUserInterfaceDWF InflowRNFLayerInflow JunctionInflowInflowInflowInlow throughInflowfromOutflowEvaporationBasin NametoNodetoNodetoNodetoNode OutfalltoNode2DLayerfromNodefromNodeInfil. Node170.00000.00000.00000.0000 0.000016272.66190.00000.00000.00000.00 Page138 Coupland_Prop100yr_NoImpact.out Node190.00000.00000.00000.0000 0.0000529201.23530.00000.00000.00000.00 Node350.000044.2379E+060.00000.0000 0.00000.00000.00000.00000.00000.00 Node410.00000.00000.00000.0000 0.00000.00000.000045.4471E+060.00000.00 Node18.1.10.00000.00000.00000.0000 0.0000220001.37280.00000.04230.00000.00 Node34.1.10.00000.00000.00000.0000 0.0000234905.17810.00000.00000.00000.00 Node390.00000.00000.00000.0000 0.000098285.89870.00000.00000.00000.00 *=====================================================* |TableE20JunctionFloodingandVolumeListing.| |Themaximumvolumeisthetotalvolume| |inthenodeincludingthevolumeinthe| |floodedstoragearea.Thisisthemax| |volumeatanytime.Thevolumeinthe| |floodedstorageareaisthetotalvolume| |abovethegroundelevation,wherethe| |floodedpondstorageareastarts.| |Thefourthcolumnisinstantaneous,thefifthisthe| |sumofthefloodedvolumeovertheentiresimulation| |Unitsareeitherft^3orm^3dependingontheunits.| *=====================================================* OutofPassedto 2Dcell 1DSystemOR VolumeStored JunctionSurchargedFlooded(FloodedMaximumin allowedFlood NameTime(min)Time(min)Volume)VolumePondof Page139 Coupland_Prop100yr_NoImpact.out 1DSystem Node130.0000.0000.00025.80.000 Node140.0000.0000.00026.10.000 Node150.0000.0000.00044.60.000 Node160.0000.0000.00045.00.000 Node170.0000.0000.00055.70.000 Node180.0000.0000.00053.80.000 Node1941.50.0000.00066.50.000 Node200.0000.0000.00062.80.000 Node210.0000.0000.00061.90.000 Node220.0000.0000.00059.30.000 Node230.0000.0000.00063.30.000 Node240.0000.0000.00057.20.000 Node250.0000.0000.00058.50.000 Node260.0000.0000.00054.40.000 Node270.0000.0000.00062.30.000 Node280.0000.0000.000144.0.000 Node310.0000.0000.000144.0.000 Node330.0000.0000.000143.0.000 Node340.0000.0000.00032.40.000 Node350.0000.0000.000144.0.000 Node360.0000.0000.000173.0.000 Node370.0000.0000.000179.0.000 Node410.0000.0000.000179.0.000 Link42.1643.0.0000.000146.0.000 Node23.1.1554.0.0000.000210.0.000 Node19.1.1555.0.0000.000210.0.000 Node18.1.1547.0.0000.000123.0.000 Node34.1.1515.0.0000.000108.0.000 Node390.0000.0000.00022.50.000 Node40425.0.0000.000131.0.000 *==================================* |SimulationSpecificInformation| *==================================* NumberofInputConduits..........28NumberofSimulatedConduits...... 41 NumberofNaturalChannels........15NumberofJunctions............... 30 NumberofStorageJunctions.......0NumberofWeirs................... 11 NumberofOrifices................1NumberofPumps................... 0 NumberofFreeOutfalls...........1NumberofTideGateOutfalls...... 0 Page140 Coupland_Prop100yr_NoImpact.out *=========================================================* |Average%ChangeinJunctionorConduitisdefinedas:| |Conduit%Change==>100.0(Q(n+1)Q(n))/Qfull| |Junction%Change==>100.0(Y(n+1)Y(n))/Yfull| *=========================================================* TheConduitwiththelargestaveragechangewas..Link42.1.1with 0.001percent TheJunctionwiththelargestaveragechangewas.Node19.1.1with 0.064percent TheConduitwiththelargestsinuositywas.......Link46.1with 107.487 *===================================================================* |TableE21.Continuitybalanceattheendofthesimulation| |JunctionInflow,OutfloworStreetFlooding| |Error=Inflow+InitialVolumeOutflowFinalVolume| *===================================================================* InflowInflowAverage JunctionVolume,ft^3Inflow,cfs Node1716273.33560.0942 Node19529219.08183.0626 Node3544237937.5197256.0066 Node18.1.1220010.05741.2732 Node34.1.1234914.43921.3595 Node3998289.41810.5688 Node4145447079.1497263.0039 OutflowOutflowAverage JunctionVolume,ft^3Outflow,cfs Node4145447079.1497263.0039 *=====================================================* |Initialsystemvolume=0.0000CuFt| |Totalsysteminflowvolume=45.336561E+06CuFt| Page141 Coupland_Prop100yr_NoImpact.out |Inflow+Initialvolume=45.336561E+06CuFt| *=====================================================* |Totalsystemoutflow=45.447079E+06CuFt| |Volumeleft(Finalvolume)=1210.8435CuFt| |Evaporation=0.0000CuFt| |BasinInfiltration=0.0000CuFt| |Outflow+FinalVolume=45.448290E+06CuFt| *=====================================================* *===============================================* |TotalModelContinuityError| |ErrorinContinuity,Percent=0.2464| |ErrorinContinuity,ft^3=111729.298| |+Errormeansacontinuityloss,again| *===============================================* ################################################### #TableE22.NumericalModeljudgementsection# ################################################### Overallerrorwas(minimumofTableE18&E21)0.1524percent Page142 Coupland_Prop100yr_NoImpact.out WorstnodalerrorwasinnodeNode36with0.0481percent Ofthetotalinflowthislosswas0.0963percent YouroverallcontinuityerrorwasExcellent PoorEfficiency Efficiencyofthesimulation8.52 MostNumberofNonConvergencesatoneNode255. Page143 Coupland_Prop100yr_NoImpact.out TotalNumberNonConvergencesatallNodes478. TotalNumberofNodeswithNonConvergences6. ######################################################### #TableE23.NewBasinDesignInformation# #MaximumHydraulicGradeLine,# #OutConduitSizesandMaximumFlow# ######################################################### A)Resized/sPipesbasedongivenHGL B)ResizeBasinbasedongivenHGL C)Resized/sPipesandBasinbasedonHGLandmaxdischarge D)Resized/spipesbasedongivenmaxdischarge BasinNameTypeMax.HGLConduitDepthWidth BarrelsMax.Flow (ft)(ft)(ft) (ft^3/s) ===>Hydraulicmodelsimulationendednormally. ===>XPSWMMSimulationendednormally. ===>Yourinputfilewasnamed:D:\\cfa\\2016\\12024.Coupland_Paving_and Drainage\\ENG\\H&H\\SWMM\\Coupland_Prop100yr_NoImpact.DAT ===>Youroutputfilewasnamed:D:\\cfa\\2016\\12024.Coupland_Paving_and Drainage\\ENG\\H&H\\SWMM\\Coupland_Prop100yr_NoImpact.out Page144 Coupland_Prop100yr_NoImpact.out *==============================================================* |SWMMSimulationDateandTimeSummary| *==============================================================* |StartingDate...July17,2017Time...15:34:20.549| |EndingDate...July17,2017Time...15:34:55.689| |ElapsedTime...0.57188minutesor34.31250seconds| *==============================================================* Page145 December 4, 2017 9900 Northwest Freeway Ms. Candyce Ward, P.E. Houston, Texas 77092 CobbFendley, Inc. 713-684-4000 www.hcfcd.org 13430 Northwest Freeway, Ste. 1100 Houston,TX77040 cward@cobbfendley.com SENT VIA ELECTRONIC MAIL: NO HARD COPY TO FOLLOW RE:Project No. 1707310121 Coupland Drive Paving and Drainage Improvements Drainage Impact Analysis HCFCD Unit B106-00-00;Key Map 539-T; Pct. 2 Dear Ms.Ward: The referenced report has been reviewed pursuant to the HCFCD Policy, Criteria, and Procedure Manualand Section 3.02 of the “Regulations of Harris County, Texas for the Approval and Acceptance of Infrastructure.”The goals of the review are to provide technical support to the Harris County Floodplain Administrator and to apply HCFCD policy and criteria where appropriate. This review addresses issues regarding hydraulic and hydrologic drainage design criteria only. Design criteria regarding the site layout of the proposed development and drainage facilities will be reviewed upon submittal of site plans. Our understanding of the report is described below. Please see the response contained within the “Hydrologic & Hydraulic Technical Review”section. HCFCD Jurisdiction The project meets at least one of the following conditions; HCFCD criteria apply: The project directly affects HCFCD Infrastructure. The project proposes infrastructure to be maintained by HCFCD. The project is located within a watershed where HCFCD has a regional project adopted by Harris County Commissioners Court. A technical review has been requested by Harris County. Submittal Information Submitted ReportConsulting Engineer Coupland Drive Paving and Drainage CobbFendley Improvements Drainage Impact Analysis13430 Northwest Freeway, Ste. 1100 September 27, 2017Houston, TX 77040 TBPE Registration No. F-274 Candyce Ward, P.E. TX P.E. # 108949 December 4, 2017 Candyce Ward, P.E. CobbFendley,Inc., Inc. Page 2 Project Summary This study was performed to analyze what impacts would result from the proposed storm sewer improvements along CouplandDrive on Big Island Slough (HCFCD Unit# B106-00-00) and the mitigation required to have no adverse impacts.B106-06-00 is a tributary to Armand Bayou (HCFCD Unit# B100-00-00) and is a FEMA studied stream. The proposed storm sewer improvements include re-sloping Coupland Drive to drain towards inlets located in the back of the subdivision.The inlets will drain into proposed storm sewer ranging in size from 24” to 30” RCP. This storm sewer will then flow underneath the existing roadside ditch along L Street to a combined outfall with the existing roadside ditch to Big Island Slough. The proposed storm sewer underneath the existing ditch on L Street will be 42” RCP and the combined outfall will need to be a 60” RCP. These improvements will result in no net fill within the Big Island Slough 100-year floodplain. The proposed storm sewer was sized for the 5 year storm event, per the City of La Porte drainage criteria. Detention Summary No detention is considered in this analysis. Floodplain Related Information According to FEMA FIRM Panel No. 48201C0940M, dated January 6, 2017, the project area is generallylocated outside of the 1% exceedance floodplain (Unshaded Zone X). Please also note that The City of La Porteis the Floodplain Administrator for the receiving waterways. All issues regarding local floodplain regulations must be coordinated through The City of La Porte. Report Findings The report states, “The proposed storm sewer placement on Coupland Drive, with the use of a siphon and restrictor, will have no adverse impact to the outfall channel, Big Island Slough, or surrounding properties. This project will also result in no net fill to the floodplain for Big Island Slough.” Hydrologic & Hydraulic Technical Review HCFCD offers the following: The report includes statements that the project will cause no adverse impact to the receiving waterways in storm events up to and including the 100-year event. The documentation within the report generally supports the conclusions stated by the engineer. Based on the stated conclusions, HCFCD interposes no objection to the referenced report. Please note, this acceptance does not necessarily mean that the entire report, including all supporting data and calculations, has been completely checked and verified. However, the report is signed, dated, and sealed by a Professional Engineer licensed to practice in the State of Texas, which therefore conveys the licensed engineer’s responsibility and accountability. Additional HCFCD Criteria Site plans must be submitted to HCFCD for review and signature. All work proposed within existing and future HCFCD right-of-way must be designed and constructed in accordance with the HCFCD Policy, Criteria, and Procedure Manual. December 4, 2017 Candyce Ward, P.E. CobbFendley,Inc., Inc. Page 3 Environmental Review & Permitting The Harris County Flood Control District’s Regulatory Compliance Department requires that proposed projects impacting regulated waters of the U.S. obtain and document the required U.S. Army Corps of Engineers permit(s) for any portions of the project located within any existing or proposed HCFCD right-of-way. The type of permit required (if any) must be stated on the site plans even if written permit authorization from the Corps of Engineers is not required. If written permit authorization is required, copies of approved Corps of Engineers permits must be submitted with the HCFCD Notification of Construction in Right-of-Way and submitted to the HCFCD Development Coordination and Inspection Department at least 48 hours prior to construction along with the 48-hour Pre-Construction Notification. Thank you for coordinating this project with the Flood Control District. If you have any questions regarding the technical comments, please contact Mr. Robert Fanning, P.E. via email at Robert.Fanning@hcfcd.org. Forany other questions, you may contact me at dennis.miller@hcfcd.org. Sincerely, Dennis Todd Miller, P.E. Watershed Coordinator DTM:RF:LC:ag Ltr 12-04-17 P#1707310121 Coupland Dr Paving and Drainage Improvements INO.docx REQUEST FOR CITY COUNCIL AGENDA ITEM Appropriation Agenda Date Requested: April 23, 2018 Source of Funds: PW0038 Requested By: Don Pennell Account Number: 003-7085-533-1100 Department: Public Works Amount Budgeted: $105,000 Report: X Resolution: Ordinance: Amount Requested: $83,000 Exhibits: Proposal for Professional Engineering Services Budgeted Item: Yes Exhibits: Exhibits SUMMARY & RECOMMENDATION ater Master Plan is dated October 2009. Many system improvements have been made since that time. Plan. The update is needed to measure the effectiveness of completed improvements, and identify additional improvements necessary, together with projected priorities and estimates. A significant consideration to the update is that the 2009 model did not i The Industrial Districts include an approximate additional 7,754 acres to the Plan model. Existing heavy industrial operations account for most of the additional acreage. Water service has since been extended to certain approved customers within these Industrial Districts on a case-by-case basis, and only for domestic usage, at a rate of 50 gallons per day per on-site employee; process water is not provided. The 2018 Water Master Plan Update will include the Industrial Districts The firm of Jones Carter was selected through RFQ #18604 Professional Engineering Services 2018 Water Master Plan Update to provide a proposal for professional engineering services to update the C Master Plan. Staff recommends to enter into a professional services contract with Jones Carter in the amount of . Action Required by Council: Authorize the City Manager to execute an agreement with Jones Carter to provide professional engineering services to perform Water Master Plan Update in the amount of $83,000. Approved for City Council Agenda Corby D. Alexander, City Manager Date SCHEDULE OF HOURLY RATES Effective January 2018 - Subject to Annual Revision in January 2019 ENGINEERING PERSONNEL Staff Assistant $ 90 Engineer I $ 88 Assistant Controller/ Chief Accountant $100 Engineer II $ 94 Corporate/Project Acct. I $ 70 Engineer III $107 Corporate/Project Acct. II $ 85 Engineer IV $115 Engineer V $130 SURVEYING PERSONNEL Engineer VI $145 1-Person Field Crew $125 Engineer VII $160 2-Person Field Crew $160 Sr. Project Engineer $175 3-Person Field Crew $195 Sr. Project Manager $200 4-Person Field Crew $225 Division Manager $210 Scanner Equipment $100 Senior Manager/Regional Manager/Practice Leader $225 Survey Technician I $ 60 Corporate Manager $250 Survey Technician II $ 75 Survey Technician III $ 95 Project Surveyor I $ 67 ELECTRICAL ENGINEERING PERSONNEL Electrical Engineer I $ 94 Project Surveyor II $ 80 Electrical Engineer II $105 Project Surveyor III $ 95 Electrical Engineer III $120 Project Surveyor IV $108 Electrical Engineer IV $130 Chief of Survey Crews $100 Electrical Engineer V $140 Registered Prof. Land Surveyor $150 Electrical Engineer VI $155 Survey Manager $175 Electrical Engineer VII $170 Sr. Electrical Project Engineer $190 DESIGNERS/DRAFTING PERSONNEL Sr. Electrical Project Manager $220 CAD Operator I $ 44 CAD Operator II $ 52 CAD Operator III $ 62 CONSTRUCTION PERSONNEL (Includes Mileage) Project Representative I $ 53 CAD Operator IV $ 73 Project Representative II $ 60 CAD Operator V $ 87 Project Representative III $ 70 Designer I $ 84 Project Representative IV $ 85 Designer II $ 94 Project Representative V $ 95 Designer III $100 Project Representative Coordinator $100 Designer IV $110 Project Representative I Treatment Facilities $ 75 Designer V $120 Project Representative II Treatment Facilities $ 85 Designer VI $135 Project Representative III Treatment Facilities $100 GIS Operator I $ 65 Project Representative IV Treatment Facilities $110 GIS Operator II $ 80 Project Representative V Treatment Facilities $125 GIS Operator III $ 90 Project Representative VI Treatment Facilities $135 GIS Operator IV $110 Project Representative VII Treatment Facilities $150 GIS Operator V $125 Construction Manager I $ 88 Construction Manager II $ 94 Construction Manager III $107 Construction Manager IV $115 Construction Manager V $130 PLANNING PERSONNEL Construction Manager VI $145 Planner I $ 75 Construction Manager VII $160 Planner II $ 90 Planner III $105 Planner IV $120 OFFICE PERSONNEL Office Assistant $ 35 Planner V $150 Enginee Assistant I $ 45 Enginee Assistant II $ 60 $ 75 $ 86 Admin I $ 40 Admin II $ 50 Admin III $ 65 Admin IV $ 73 Admin V $ 85 JC2018 Standard revised 11/21/17 REQUEST FOR CITY COUNCIL AGENDA ITEM Agenda Date Requested: ___April 23, 2018_ __ Appropriation Requested By: Michael G. Dolby, CPA _ ______ Source of Funds: ____________________ Department: Finance_________________________ Account Number: ____________________ Report: _ _ Resolution: ___Ordinance: __ _ Amount Budgeted: ___________________ Exhibits: Interlocal Agreement with NCTCOG Amount Requested: ___________________ Budgeted Item: YES NO SUMMARY & RECOMMENDATION The City of La Porte has been participating in an interlocal agreement with the North Central Council of Government since 2007. The agreement that city had with NCTCOG expired on September 30, 2017. The attached is a new agreement. This interlocal agreement allows the City of La Porte to participate in the shared actuarial services from Gabriel Roeder and Smith (GRS) for the annual OPEB valuations. GRS are the actuaries that provide actuarial services for TMRS and have approximately 600 OPEB clients and so they are very familiar with the information needed to perform the annual actuarial evaluations for the city. In fiscal year 2017, the City of La Porte paid $9,805 for the actuarial study from GRS. The current year cost is anticipated to be $2,400. A full actuarial valuation only has to be done every two years and on alternate years the financial information for disclosure in our annual CAFR needs to be determined. Obtaining the actuarial services under the interlocal agreement has allowed the cost for the valuation to remain consistent over the past ten years. The city has a complex matrix of insurance plans available and therefore lessens the availability of price quotes. The services performed by GRS are very specialized and it is beneficial for the city to participate in the shared service arrangement to be able to obtain professional quality services at a reasonable cost. In a survey conducted of area cities, all but one city were participating in the shared actuarial services with GRS. The one city which did not participate was Deer Park and they were planning to change to the shared services. Action Required by Council: Recommend that the Council receive and approve the interlocal agreement with North Central Texas Council of Governments. Approved for City Council Agenda ____________________________________ _______________________ Corby Alexander, City Manager Date For NCTCOG Use Only ILA No: ______________ MASTER INTERLOCAL PURCHASING AGREEMENT THIS MASTER INTERLOCAL AGREEMENT(“ILA”), made and entered into pursuant to the Texas Interlocal Cooperation Act, Chapter 791, Texas Government Code (the “Act”), by and between the North Central Texas Council of Governments, hereinafter referred to as “NCTCOG,” having its principal placeof business at DjuzpgMbQpsuf 616 Six Flags Drive, Arlington, TX 76011, and _______________________________________________, a local government, a state agency, or a non-profit corporation created and operated to provide one or more governmental functions and services, hereinafter referred to as “Participant,” having its principal place of business 715XGbjsnpouQbslxbz at ____________________________________________________________ WHEREAS, NCTCOG is a regional planning commission and political subdivision of the State of Texas operating under Chapter 391, Texas Local Government Code; and WHEREAS, pursuant to the Act, NCTCOG is authorized to contract with eligible entities to perform governmental functions and services, including the purchase of goods and services; and WHEREAS, in reliance on such authority, NCTCOG has instituted a cooperative purchasing program under which it contracts with eligible entities under the Act; and WHEREAS, Participant has represented that it is an eligible entity under the Act, that it is authorized to enter 40703129 into this Agreement on ____________________(Date), and that it desires to contract with NCTCOG on the terms set forth below; NOW, THEREFORE, NCTCOG and the Participant do hereby agree as follows: ARTICLE 1: LEGAL AUTHORITY The Participant represents and warrants to NCTCOG that(1)it is eligible to contract with NCTCOG under the Act for the purposes recited herein because it is one of the following: a local government, as defined in the Act (a county, a municipality, a special district, or other political subdivision of the State of Texas or any other state, or a combination of two or more of those entities, a state agency (an agency of the State of Texas as defined in Section 771.002 of the Texas Government Code, or a similar agency of another state), or a non-profit corporation created and operated to provide one or more governmental functions and services, and(2)it possesses adequate legal authority to enter into this Agreement. ARTICLE 2: SCOPE OF SERVICES The Participant appoints NCTCOG its true and lawful purchasing agent for the purchase of certain products and services (“Products” or “Services”) through the North Texas SHAREprogram. Participant will access the Program through www.NorthTexasSHARE.org.All purchases under this Agreementshall comply with applicableTexas competitive bidding statutes as well as the specifications, contract terms and pricing applicable to such purchases.NCTCOG may also serve as a coordinating agentto administer the use of eligible Participant contracts to other participants ofNorth Texas SHARE.The eligibility of such contracts will be determined by incorporation of coordinating agent authorization in Participant’s solicitationdocuments.Titleto all products purchased under the North Texas SHAREprogramshall be held byParticipantunless otherwise agreed. Nothing in this Agreement shall precludethe Participant from purchasing Products and/or Services offered in the North Texas SHAREprogram directly from the vendor/supplier. For NCTCOG Use Only ILA No: ______________ ARTICLE 3:PAYMENTS Upon delivery of goods or services purchased and presentation of a properly documented invoice, the Participant shall promptly, and in any case within thirty (30) days, pay the contracted provider the full amount of the invoice. All payments for goods or services will be made from current revenues available to the paying party. In no event shall NCTCOG have any financial liability to the Participant for any goods or services Participant purchases through theNorth Texas SHAREprogram. ARTICLE 4: PERFORMANCE PERIOD This Agreement shall be effective when signed by the last party whosesigning makes the Agreement fully executed and will remain in full force and effect for one (1) year. This Agreement shall automatically renew for successive one-year terms unless sooner terminated in accordance with Article 6 below.Any modification of this Agreement must comply with the requirements of Article 5 below. ARTICLE 5: CHANGES AND AMENDMENTS This Agreement may be amended only by a written amendment executed by both parties, except that any alternations, additions, or deletions to the terms of this Agreement which are required by changes in Federal and State law or regulations are automatically incorporated into this Agreement without written amendment hereto and shall become effective on the date designated by such law or regulation. NCTCOG reserves the right from time to time to make changes in the scope of products and services offered through theNorth Texas SHARE program. ARTICLE 6: TERMINATION PROCEDURES NCTCOG or the Participant may cancel this Agreement for any reason and at any time upon thirty (30) days written notice by certified mail to the other party to this Agreement. The obligation ofthe Participant to pay for any Service and/or Productspurchased under this Agreement, shall survive such cancellation, as well as any other Participant costs incurred prior to the effective date of the cancellation. ARTICLE 7: APPLICABLE LAWS NCTCOG andthe Participant agree to conduct all activities under this Agreementin accordance with all applicable rules, regulations, and ordinances and laws in effect or promulgated during the term of this Agreement. ARTICLE 8: DISPUTE RESOLUTION The parties to this Agreement agree to the extent possible and not in contravention of any applicable state or federal law or procedure established for dispute resolution, to attempt to resolve any dispute between them regarding this Agreement informally through voluntary mediation, arbitration or any other local dispute mediation process before resorting to litigation. ARTICLE 9: MISCELLANEOUS a.This Agreement has been made under and shall be governed by the laws of the State of Texas. Venue and jurisdiction of any suit or cause of action arising under, or in connection with, this Agreement shall lie exclusively in Tarrant County, Texas. b.The persons executing this Agreement hereby represent that they have authorization to sign onbehalf of their respective entities. c.This Agreement and the rights and obligations contained herein may not be assigned by either party without the prior written approval of the other party to this Agreement. For NCTCOG Use Only ILA No: ______________ d.All parties agree that should any provision of this Agreement be determined to be invalid or unenforceable, such determination shall not affect any other term of this Agreement, which shall continue in full force and effect. e.To the extent that either party to this Agreement shall be wholly or partially prevented from the performance within the term specified of any obligation or duty placed onsuch party by reason of or through strikes, stoppage of labor, riot, fire, flood, acts of war, insurrection, accident, order of any court, act of God, or specific cause reasonablybeyond the party's control and not attributable to its neglect or nonfeasance, in suchevent, the time for the performance of such obligation or duty shall be suspended untilsuch disability to perform is removed; provided,however, force majeure shall not excuse an obligation solely to pay funds. f.This Agreement and any attachments/addendums, as provided herein, constitute the complete agreement between the parties hereto, and supersede any and all oral and written agreements between the parties relating to matters herein. THIS INSTRUMENT HAS BEEN EXECUTED IN TWO ORIGINALS BY THE PARTIES HERETO AS FOLLOWS: DjuzpgMbQpsuf ___________________________________ North Central Texas Council of Governments North Texas SHARE Name of Participant Agency 616 Six Flags Drive, Arlington, Texas 76011 715XGbjsnpouQbslxbz ___________________________________ ___________________________________ NCTCOG Executive Director or Designee Mailing Address MbQpsufUY88682 ______________________________________________________________________ Signature of ExecutiveDirector or DesigneeCity State Zip DpsczBmfyboefs-DjuzNhs ______________________________________________________________________ Name and Title of Authorized Official or Designee Date ___________________________________ Signature ___________________________________ Date REQUEST FOR CITY COUNCIL AGENDA ITEM Agenda Date Requested: April 23, 2018 Appropriation Requested By: Rosalyn Epting Source of Funds: 015 Department: Parks & Recreation Acct Number: 8080-552.11-00 Report: X Resolution: Ordinance: Amount Budgeted: $342,320 after shade Exhibits: Bid Access Report Amount Requested: N/A Exhibits: Bid from Hancock Pools Budgeted Item: YES NO Exhibits: Hancock Pools Comments SUMMARY & RECOMMENDATION Sealed Bid #18008 for re-decking and re-plastering the Wave Pool was opened and publicly read on January 31, 2018. 24 vendors were notified and 39 vendors accessed the site with 22 downloading the documents. One vendor, Hancock Pool Services, responded. The bid totals were for the following: Remove & Replace Pool Plaster $198,000 Remove & Replace Pool Deck $115,000 TOTAL BID $313,000 There was an optional bid for placing tile on he restroom walls. This was bid at $20,520, which staff felt was high for this type of work. In addition to the base bid, Hancock Pools noted the following: Plaster Additive: At our smaller pools, we use a quartz based plaster for longevity. Adding quartz to this pool would increase the price by approximately $25,000. There is a plaster additive we can use which will help with longevity. The additional plaster additive is $8,240. Back Wall: There has been some shifting in the back wall and cracks are visible on the white area that was going to receive the tiles. The wall is structurally sound, however due to the cracking and constant waves against this wall, it is unlikely that tiles will remain adhered for any length of time. It is suggested that we use Tuff Coat on this wall. Tuff Coat is a rubberized, non-skid coating that is long lasting. If we go with Tuff Coat, $4,050 would be removed for the tile and $2,678 would be added for the Tuff Coat. Pool Lights: The current lighting under the water of the pool is dim and should be changed out. This would help greatly with seeing underwater during night rentals. This would replace all 10 existing light fixtures, conduit, transformers, necessary concrete work, and a bond loop for $15,934. Cracked Beam: Staff was unaware that the beam structure in the front of the pool is cracked. To the untrained eye, it looks like the deck is cracking; however, it was confirmed by more than one company that the beam is cracked, which causes deck cracking and the pool to remain unleveled. Since the beam is the structure that supports the pool in that area, a deck coating will only be a temporary fix and cracking will soon reappear. In order to fix this, ninety-five (95) linear feet of the beam would be removed and the entry would be changed from an 8 inch step down to a zero depth beach entry. Tuff Coat would also be applied on 600 square feet and it would match the back wall. Removal of this beam and settling will also require repairs to the coping and installing 167 feet of channel drains. The beam removal to zero depth entry, replacing damaged coping, and Tuff Coating the perimeter would add $22,871 to this project. Pool Deck: There is an 800 square foot location that was not included in the original bid specification. With a new deck being placed, the bidding company worries about the drainage. The cost to remove the additional 800 square feet is $8,034, and the additional $8,858. Recommended Changes Would Include (also h: ORIGINAL BID $313,000 SUGGESTED CHANGES Plaster Additive $8,240 No Tile on back wall, and adding Tuff Coat (overall savings) -$4,050 Add Tuff Coat to back wall instead of tile $2,678 PoolLighting $15,934 Remove cracked beam and Tuff Coat beach entry, install 167 $22,871 feet of channel drains at beach entry, replaced damaged coping, tuff coat perimeter coping Remove and replace 800 sq. ft. of deck not included in $8,858 original bid, and TOTAL SUGGESTED CHANGES $54,531 GRAND TOTAL $367,531 The budget approved for the entire Wave Pool Project is $410,000, however $342,320 remains after shade structures and cement pads were installed. With all of the noted changes listed above, we are $25,211 over budget. This does not include any of the upgraded fixtures or painting of the restroom. With the overall increase in construction costs since Hurricane Harvey and receiving only one bid, Staff feels that if we go out to bid as a package with the Northwest Pool Project, there is a possibility of getting better pricing due to the size of both projects combined. Staff recommends rejection of bid #18008. Action Required by Council: Reject Bid #18008 for the re-plaster and re-deck of the Wave Pool. Approved for City Council Agenda ____________________________________ _______________________ Corby D. Alexander, City Manager Date Notifications and Access Report Bid Number #18008 Wave Pool Renovations NOTIFICATIONS: Vendor NameReasonVendor NameReason Advanced Facility Maintenance Bid NotificationLEMCOBid Notification All Pro General Construction, Inc.Bid NotificationMHB Construction, Inc.Bid Notification American Pavement Solutions Bid NotificationPatak Construction, Inc.Bid Notification Aquatic Commercial Solutions, Inc Bid NotificationPool & Electrical Products, Inc.Bid Notification Baukus Electric Bid NotificationPritis Enterprises, LLCBid Notification CDC News Bid NotificationRecreonics, Inc.Bid Notification D Davila Bid NotificationRoyal Media Network Inc.Bid Notification DM Construction LLC Bid NotificationRUBRO CONSTRUCTORSBid Notification Frost Construction Co., Inc.Bid NotificationStone Castle IndustriesBid Notification Glacier Pool Supplies & Spas Bid NotificationSweetwater Pools Inc.Bid Notification HDR Engineering, Inc.Bid NotificationUnited Constructors of TexasBid Notification Innovative Pools Bid Notification Kwal - Howells, Inc.Bid Notification ACCESS: Vendor NameDocuments Acme Inc Advanced Starlight International American Pavement Solutions aztec remodeling &landscaping co BidClerk Bleyl Engineering CMD CMS COARE Comex Corporation Commercial Chemical Products, In Construction Bid Source Construction Software Technologies Dodge Data & Analytics Grace Paving And Construction, Inc. Grand Cayon Minority Contractors Association and iSqFt Planroom Partnership Green Planet, Inc. Hahn Equipment Co., Inc. Hancock Pool Services Harrison Pools Hearn Company Hunter Knepshield of Texas, Inc. IMS JDR Management Knorr Systems Inc. L&L Supplies McGraw-Hill Construction North America Procurement Counc Onvia Perkens WS Corporation Ramuc Pool Paint Recreonics, Inc. Reed Construction Data SO Thompson Pump & Mfg Co TMG Contracting, LLC Tukmol General Contractor United Constructors of Texas Wayne Enterprises REQUEST FOR CITY COUNCIL AGENDA ITEM April 23, 2018 Appropriation Agenda Date Requested Source of Funds: Contingency Requested By: Ryan Cramer, EDC Account Number: 038-6030-565.90-50 Department: Administration Amount Budgeted: $250,000 Report Resolution: Ordinance: Amount Requested: $96,558.79 Exhibit: Chapter 380 Agreement Budgeted Item: YES NO Confirmed investment schedule Certificates of Occupancy SUMMARY & RECOMMENDATION th On March 27, 2017, City Council entered into a Chapter 380 Agreement with Oakland Land and Development Inc. for the development of Sector 23. For the development the City agreed to reimburse up to $362,457.94 the developer paid to abandon City right-of-way in exchange for $12,000,000 of capital investment in buildings over 3,000 square feet in size. th July 10, 2017 Council approved the first payment of $66,547.28 towards the $362,457.94 total. Now the developer is th seeking payment for the completion of 631 S. 14 Street (6,500 sq. ft.) and 1306 W. F Street (14,000 sq. ft.). Staff has been able to confirm $3,153,727.24 in additional capital investment along with approved occupancy permits for both buildings. Based on percentage of completion (roughly 45%) of the $12 million required capital investment, the developer is eligible for $96,558.79 in reimbursement. Action Required by Council: Consider approval or other action regarding payment of $96,558.79 to Oakland Land and Development Inc. Approved for City Council Agenda Corby D. Alexander, City Manager Date Exhibit A Exhibit A Exhibit A Exhibit A Exhibit A Exhibit A EXHIBIT B 6311306Construction MASTER INVOICE LIST 631 S 14th St1306 W F StConfirmed 142325Follis Construction$ 631.64$ 1,360.47$ 1,992.11 242437Follis Construction$ 1,507.91$ 1,507.92$ 3,015.83 342465Follis Construction$ 748.32$ 748.34$ 1,496.66 442515Follis Construction$ 1,095.41$ 1,095.42$ 2,190.83 542633ACW Engineering$ 189.83$ 408.87$ 598.70 642633EIC Surveying$ 2,372.89$ 5,110.82$ 7,483.71 742657ACW Engineering$ 1,560.00$ 3,200.00$ 4,760.00 842657Unitas Construction$ 19,045.00 $ 40,910.00$ 59,955.00 942681Coastal Testing$ 553.70$ 1,192.60$ 1,746.30 1042703ACW Engineering$ 5,576.94$ 12,011.86$ 17,588.80 1142703Unitas Construction$ 69,711.72 $ 150,148.32$ 219,860.04 1242762EIC Surveying$ 264.81$ 570.38$ 835.19 1342762ACW Engineering$ 2,935.23$ 6,322.04$ 9,257.27 1442762Unitas Construction$ 36,690.39 $ 79,025.47$ 115,715.86 1542809ACW Engineering$ 2,831.03$ 6,097.59$ 8,928.62 1642780Unitas Construction$ 35,387.83 $ 76,219.93$ 111,607.76 1742809Dover & Fox$ 23.00$ 23.00$ 46.00 1842815ACW Engineering$ 5,000.00$ 5,000.00 1942821ACW Engineering$ 8,787.42$ 18,999.06$ 27,786.48 2042821Unitas Construction$ 109,842.81$ 236,584.51$ 346,427.32 2142830ACW Engineering$ 903.68$ 903.68 2242851ACW Engineering$ 4,512.75$ 4,512.75 2342838ACW Engineering (Wire)$ 110.00$ 38,626.40$ 38,736.40 2442851Dynamic Plumbing$ 17,560.00$ 17,560.00 2542863ACW Engineering$ 918.00$ 270.00$ 1,188.00 2642863Coastal Testing$ 297.80$ 641.40$ 939.20 2742864ACW Engineering$ 3,300.75$ 3,300.75 2842871Dynamic Plumbing$ 8,100.00$ 8,100.00 2942871Whirlwind$ 151,890.99$ 151,890.99 3042874ACW Engineering$ 519.55$ 12,151.28$ 12,670.83 3142874Coastal Testing$ 195.36$ 420.78$ 616.14 3242885Bay Star Insulation$ 9,357.51$ 9,357.51 3342886ACW Engineering$ 748.60$ 748.60 3442887ACW Engineering$ 11,172.26 $ 24,063.34$ 35,235.60 3542887Unitas Construction$ 139,653.29$ 300,791.70$ 440,444.99 3642887ACW Engineering$ 10,800.00$ 10,800.00 3742897ACW Engineering$ 362.04$ 362.04 3842897Independent Steel Erectors$ 4,525.50$ 4,525.50 3942905ACW Engineering$ 2,500.00$ 14,086.23$ 16,586.23 4042896McCoy's$ 2,351.07$ 2,351.07 4142906McCoy's$ 10,173.85$ 10,173.85 4242903Joey's$ 9,338.73$ 9,338.73 4342905Independent Steel Erectors$ 15,839.25$ 15,839.25 4442916ACW Engineering$ 4,092.44$ 10,861.63$ 14,954.07 EXHIBIT B 601, 631 1306 Construction MASTER INVOICE LIST 4542916Independent Steel Erectors$ 15,839.25$ 15,839.25 4642916Spring Overhead Door$ 9,750.00$ 9,750.00 4742916Unitas Construction$ 51,155.55 $ 110,181.18$ 161,336.73 4842922McCoy's$ 6,952.85$ 6,952.85 4942922Coastal Testing$ 246.84$ 531.66$ 778.50 5042926Whirlwind$ 78,531.75 $ 78,531.75 5142931Bay Star Insulation$ 5,085.52$ 5,085.52 5242935Meridian Brick$ 2,268.75$ 2,268.75 5342944ACW Engineering$ 589.43$ 27,283.85$ 27,873.28 5442944Dynamic Plumbing$ 18,640.00$ 18,640.00 5542944Independent Steel Erectors$ 2,282.40$ 2,282.40 5642944Independent Steel Erectors$ 6,788.25$ 6,788.25 5742944ACW Engineering$ 5,209.25$ 11,471.51$ 16,680.76 5842944Unitas Construction$ 65,115.66 $ 140,249.10$ 205,364.76 5942949McCoy's$ 8,266.94$ 8,266.94 6042951Meridian Brick$ 2,334.22$ 2,334.22 6142955Foundation Building (Sheetrock)$ 8,981.76$ 8,981.76 6242956ACW Engineering$ 7,016.86$ 12,438.47$ 19,455.33 6342956R.A. Weaver$ 7,919.00$ 7,919.00 6442956Independent Steel Erectors$ 6,844.80$ 6,844.80 6542956Wayne Crouch Environmental$ 554.88$ 1,195.12$ 1,750.00 6642964Foundation Building (Sheetrock)$ 1,305.93$ 1,305.93 6742965Independent Steel Erectors$ 6,844.80$ 6,844.80 6842965ACW Engineering$ 12,370.01$ 12,370.01 6942970ACW Engineering$ 17,899.43 $ 11,005.84$ 28,905.27 7042970Independent Steel Erectors$ 4,563.00$ 4,563.00 7142970Centerpoint Energy$ 2,935.00$ 2,935.00 7242972ACW Engineering$ 5,885.60$ 10,008.09$ 15,893.69 7342972Joey's Glass$ 9,338.73$ 9,338.73 7442972R.A. Weaver$ 15,299.00$ 15,299.00 7542976McCoy's$ 4,308.79$ 9,337.53$ 13,646.32 7642984Foundation Building (Sheetrock)$ 6,425.72$ 6,425.72 7742996EZ Waste$ 222.35$ 222.34$ 444.69 7842998ACW Engineering$ 12,909.03 $ 12,909.03 7942998Joey's Glass$ 10,895.36 $ 10,895.36 8042998Coastal Testing$ 1,179.75$ 1,179.75$ 2,359.50 8142998Independent Steel Erectors$ 1,141.20$ 2,262.75$ 3,403.95 8242998Pyramid Waterproofing$ 808.63$ 808.63 8343003McCoy's$ 12,420.97 $ 12,420.97 8443007Independent Steel Erectors$ 1,140.80$ 1,140.80 8543008Barber's Nursery$ 2,304.96$ 2,127.66$ 4,432.62 8643012PPG$ 2,896.69$ 2,896.69 8743014PPG$ 849.83$ 849.83 8843019Gonzalez Landscaping$ 6,000.00$ 6,000.00 8943021Spring Overhead Door$ 4,800.00$ 4,800.00 9043022Houston Grass$ 1,953.91$ 1,953.91 EXHIBIT B 601, 631 1306 Construction MASTER INVOICE LIST 9143022Wayne's Landscaping$ 2,251.60$ 2,251.60 9243022Pasadena Mulch$ 2,240.78$ 2,240.78 9343024Foundation Building (Sheetrock)$ 665.10$ 665.10 9443025ACW Engineering$ 28,490.93 $ 10,509.13$ 39,000.06 9543025Unitas Construction$ 11,000.00 $ 11,000.00 9643025Dynamic Plumbing$ 12,300.00 $ 12,300.00 9743027Foundation Building (Sheetrock)$ 720.53$ 720.53 9843027EZ Waste$ 289.90$ 289.89$ 579.79 9943032Foundation Building (Partitions)$ 6,955.06$ 6,955.06 10043033Home Depot$ 3,664.48$ 3,664.48 10143034R.A. Weaver$ 12,140.00 $ 12,140.00 10243034Juan Pena$ 18,395.05$ 18,395.05 10343034Norm Highfill$ 11,360.00$ 11,360.00 10443035Foundation Building$ (623.53)$ (623.53) 10543039Eagle Traffic$ 2,019.95$ 2,019.95 10643039McCoy's$ 313.20$ 1,575.28$ 1,888.48 10743040Foundation Building$ 1,324.98$ 1,324.98 10843041ACW Engineering$ 17,312.00 $ 3,272.22$ 20,584.22 10943045Randy Butts/Home Depot$ 190.58$ 190.58 11043045Sherwin Williams$ 874.23$ 874.23 11143045Home Depot$ 91.15$ 91.15 11243048Home Depot$ (459.13)$ (459.13) 11343052Jose Lopez$ 11,812.00 $ 11,812.00 11443052ACW Engineering$ 9,351.78$ 9,351.78 11543052R.A. Weaver$ 40,899.00$ 40,899.00 11643052Stroud Interiors$ 20,975.00$ 20,975.00 11743052Jose Martinez$ 9,550.00$ 9,550.00 11843055Texas Outhouse$ 60.94$ 60.94$ 121.88 11943061Dynamic Plumbing$ 8,710.00$ 8,710.00 12043061Norm Highfill$ 19,085.00$ 19,085.00 12143066Jose Luis Martinez$ 4,600.00$ 4,600.00 12243069Coastal Testing$ 1,174.00$ 1,174.00 12343069FBM$ 595.37$ 595.37 12443070Red's Safe and Lock$ 885.00$ 885.00 12543075Unitas Construction$ 14,000.00$ 14,000.00 12643096Joe Torres$ 250.00$ 250.00 12743096Sherwin Williams$ 54.71$ 54.71 12843098R.A. Weaver$ 62,813.05$ 62,813.05 12943047Red's Safe and Lock$ 2,029.68$ 2,029.68 13043098ACW Engineering$ 971.20$ 27,658.93$ 28,630.13 13143098 Barrett's$ 44,600.00$ 44,600.00 13243098Juan Pena$ 1,299.00$ 1,299.00 13343098ACW Engineering$ 4,691.53$ 4,691.53 13443102McCoy's$ 4,745.33$ 1,289.76$ 6,035.09 13543119R.A. Weaver$ 63,280.22 $ 63,280.22 13643119R.A. Weaver$ 1,297.75$ 1,297.75 EXHIBIT B 601, 631 1306 Construction MASTER INVOICE LIST 13743119ACW Engineering$ 5,062.42$ 5,062.42 13843126Texas Outhouse$ 60.94$ 60.94$ 121.88 13943129Global Specialties Direct$ 2,723.50$ 2,723.50 14043129Red's Safe and Lock$ 906.59$ 906.59 14143132Sherwin Williams$ 42.75$ 42.75 14243132Dynamic Plumbing$ 5,170.00$ 5,170.00 14343132Barrett's$ 26,890.00 $ 26,890.00 14443133Jose Martinez$ 6,050.00$ 6,050.00 14543133Norm Highfill$ 16,776.00 $ 16,776.00 14643133Stroud Interiors$ 10,190.00 $ 10,190.00 14743133ACW Engineering$ 7,073.00$ 4,050.00$ 11,123.00 14843151ACW Engineering$ 5,095.24$ 5,095.24 14943151ACW Engineering$ 5,675.33$ 5,675.33 $ 1,042,519.81$ 2,111,207.43$ 3,153,727.24 EXHIBIT C EXHIBIT D REQUEST FOR CITY COUNCIL AGENDA ITEM Budget Agenda Date Requested: April 23, 2018 Source of Funds: General Fund Requested By: Corby Alexander & Michael Kirkwood Account Number: 001-9092-524-6021 Department: Administration & Planning/Development Amount Budgeted: $78,511.00 Report: X Resolution: Ordinance: Amount Requested: TBD Exhibits: Dangerous Building Inspection Reports Budgeted Item: YES X NO __ Exhibits: PowerPoint Presentation on Building Exhibits SUMMARY & RECOMMENDATION The Dangerous Building Inspection Board, as established by Sect. 82- composed of the Deputy Building Official (Michael Kirkwood), the Fire Chief (Mike Boaze) and the Fire Marshal (Clif Meekins). The Board has identified the residential structure at 9906 Rocky Hollow as a public nuisance and hazard as described in Sect. 82-Code of Ordinances. Whenever the Board determines violations under . Centerpoint Energy received notification of this location being a dangerous building and all electricity has been disconnected from the house. possible condemnation and subsequent demolition of the structure. Staff is requesting a June 11, 2018, public hearing date. Action Required by Council: Review findings of the Dangerous Building Inspection Board and consider action to authorize a public hearing date recommended by staff of June 11, 2018. Approved for City Council Agenda Corby D. Alexander, City Manager Date 9906 Rocky Hollow Possible Dangerous Structure 0014 - 040 - 326 - 9906 Rocky Hollow HCAD # 114 0014 - 040 - 326 - 9906 Rocky Hollow HCAD # 114 0014 - 040 - 326 - 9906 Rocky Hollow HCAD # 114 0014 - 040 - 326 - 9906 Rocky Hollow HCAD # 114 0014 - 040 - 326 - 9906 Rocky Hollow HCAD # 114 0014 - 040 - 326 - 9906 Rocky Hollow HCAD # 114 0014 - 040 - 326 - 9906 Rocky Hollow HCAD # 114 0014 - 040 - 326 - 9906 Rocky Hollow HCAD # 114 0014 - 040 - 326 - 9906 Rocky Hollow HCAD # 114 0014 - 040 - 326 - 9906 Rocky Hollow HCAD # 114 0014 - 040 - 326 - 9906 Rocky Hollow HCAD # 114 0014 - 040 - 326 - 9906 Rocky Hollow HCAD # 114 0014 - 040 - 326 - 9906 Rocky Hollow HCAD # 114 0014 - 040 - 326 - 9906 Rocky Hollow HCAD # 114 REQUEST FOR CITY COUNCIL AGENDA ITEM Appropriations Agenda Date Requested: April 23, 2018 Source of Funds: N/A Requested By: Ian Clowes, Richard Mancilla Account Number: N/A Department: Planning and Development Amount Budgeted: N/A Report: __X __Resolution: ____ Ordinance: ____ Amount Requested: N/A Exhibits: Comprehensive Plan Update Draft Budgeted Item: N/A ______________________________________________________________________________ SUMMARY & RECOMMENDATION SUMMARY& RECOMMENDATION The current City of La Porte Comprehensive Plan serves as the officially adopted guide for City policy decisions relating to the physical growth and development of La Porte through 2030, including discussion of opportunities and challenges, vision, goals, actions, policies, and strategies. Comprehensive Plan 2030. The City contracted Kendig Keast Collaborative, who performed the 2012 update, to take on this task. The consultant, in collaboration with city staff, decided to focus the minor update on the implementation section of the current comprehensive plan. Staff looked at the 16 priorities previously compiled and updated the status. Finally, based on current trends and developments from the past 5 years, staff suggested a reorganization of the priority list. nd The Planning and Zoning Commission held a workshop on March 22. At the workshop, the commission suggested some changes to the proposed new ranking of priorities. These suggestions have been incorporated into the final draft. th A public open house occurred on March 27. Staff was present to introduce the proposed changes to the City Council and any interested citizens wishing to attend. The Planning and Zoning Commission, at the April 19, 2018, regular meeting, held a public hearing to receive citizen input on the Final Draft Plan of the five year update to the Comprehensive Plan 2030, and recommended City Council to adopt the update as presented. At this time, staff is seeking a formal ordinance approval from Council to adopt the update to . Action Required by Council: 1. Discuss proposed five-year update to the City of La Porte Comprehensive Plan 2030. Approved for City Council Agenda _______________________________ _______________________ Corby D. Alexander, City Manager Date City of MB!QPSUF Texas INTRODUCTION Acknowledgments Mayor and Council •• •• •• •• •• ••f •• •• •• • Planning and Zoning Commission Plan Consultant – Kendig Keast • Collaborative • • • • • • • • • • • • • • 2 | La Porte TX 2018 Comprehensive Plan 5-Year Update INTRODUCTION Table of Contents Introduction ..................................................................................................................4 By the numbers .............................................................................................................7 High Priority Implementation Action Status Summaries ................................................14 Conclusion ....................................................................................................................39 La Porte TX 2018 Comprehensive Plan 5-Year Update | 3 INTRODUCTION Executive Summary The 2018 Comprehensive Plan Update and Progress Report is a 5-year update to the City of La Porte’s 2012 Comprehensive Plan. This update provides guidance on moving forward with high capital improvements completed since 2012, and through the Progress Report, provides an im- plementation status summary as well as a new prioritization of the 2012 implementation actions. - partment heads met in December 2017 to evaluate and prioritize the 2012 Plan’s high priority implementation actions and provide feedback on the status of current and completed actions, projects, plans, and initiatives. The Plan Update process provided an opportunity for all depart- ments to meet together to discuss the importance of the Comprehensive Plan for the City of La Porte and to weigh-in on future priorities. As this interim Plan Update did not revise the 2012 Comprehensive Plan’s text, data, or other underlying items, the planning process did not include A major Plan amendment, such as occurred in 2012, should be undertaken with the aim of an adopted updated Comprehensive Plan in 2022, update should include extensive public engage- ment to ensure the updated vision, goals, and The results of the Comprehensive Plan Progress Photo: December 2017 City Department Head Meeting made by the City of La Porte toward implemen- tation of the 2012 Plan’s high priority action items, with 12 of the 16 items either completed or vacancies in key positions. The Progress Report results include a re-prioritization of the high pri- ority action items, based on Department Head input as well as Planning and Zoning Commission and a Public Open House held in March 2018. 4 | La Porte TX 2018 Comprehensive Plan 5-Year Update INTRODUCTION Highest Priority Actions2018 Rank Infrastructure Improvements1 (tie) Drainage Improvements1 (tie) Neighborhood Improvement Program2 (tie) Strategic Downtown Improvements2 (tie) Public Safety Improvements3 Business Retention and Expansion Program4 (tie) Business Incubator4 (tie) Safe Sidewalks Program5 Strategic Corridors Program6 Park and Trail System Improvements7 Increasing Sustainability8 Coordinated Tourism Strategy9 Market Retail Analysis10 Streamline Permitting11 public document, adopted by the City Council, to guide policy decisions relating to the physical and economic development of the community. In general, the plan indicates how the community desires to develop and redevelop over the course of the next twenty years. The original version - ning, however, needs to be updated. To ensure the plan continued to represent the future of - ress and accomplishments, identify goals that required attention or deletion, and to recommend any additional goals that were needed to better achieve the 2001 community vision. In 2012, 10 years into the implementation of the plan, City Council approved a second revision to the plan. The 2012 revision is more comprehensive in nature and includes an updated community vision to ensure that the City is still moving towards a future that represents the desires, needs, and aspirations of the community. La Porte TX 2018 Comprehensive Plan 5-Year Update | 5 La Porte TX 2018 Comprehensive Plan 5-Year Update | 5 INTRODUCTION 2018 5-Year Comprehensive Plan Update This update to the 2012 Comprehensive Plan is an opportunity to revisit the 2012 Plan and pro- - date seeks to: priorities; • provide the status of initiatives since the 2012 Plan, with emphasis on those projects that still need to be completed • identify completed projects and items accomplished, summarizing plan implementation progress and success. This update is not intended to be a full revision of the plan and as such does not include revisions to the data and inputs of the 2012 plan. The update is intended to be an opportunity to bring aware of the Plan, its contents, and its progress. La Porte. The following pages present milestones, accomplishments, and highlight data for the (2012-2017) that have passed since the 2012 Comprehensive Plan. 6 | La Porte TX 2018 Comprehensive Plan 5-Year Update BY THE NUMBERS 125 Birthday the City of La Porte celebrated in 2017 highlighting the rich history and heritage of the La Porte community. The 125th anniversary celebration events included a parade, a concert series featuring Clay Walker, a kid’s rodeo, a gala, and more. The events garnered local and regional media coverage for the City. 471 Number of homes estimated damaged by Hurricane Harvey in La Porte in August 2017. The resilience of the La Porte community Harvey. #LaPorteStrong. La Porte TX 2018 Comprehensive Plan 5-Year Update | 7 La Porte 2018 Comprehensive Plan 5-Year Update | 7 BY THE NUMBERS 32 Number of dog runs at the new City of La Porte Animal shelter opened in 2014. 2 Number of new Splash Pads opened since 2012 (Northside and Fairmont Spray Parks). 8 | La Porte TX 2018 Comprehensive Plan 5-Year Update BY THE NUMBERS $10,091,771 Fiscal Year 2017 budget increase over the previous year, representing a 12% increase. A large portion of that increase is related to capital improvements. 10 City wide geocaches hidden at the newest La Porte street festival that debuted in October La Porte TX 2018 Comprehensive Plan 5-Year Update | 9 La Porte 2018 Comprehensive Plan 5-Year Update | 9 BY THE NUMBERS 50% Percent of the trail system envisioned in the City’s Bicycle-Pedestrian Trail Mater Plan completed, including major east-west connector along Fairmont Parkway. 12 of the Year’ Awards that the La Porte Water Tower on Fairmont Parkway was honored in. The $875,000 project depicts La Porte’s ‘Life. By the Bay.’ (Photo: Courtesy Of Tnemec Company, Inc.) 10 | La Porte TX 2018 Comprehensive Plan 5-Year Update BY THE NUMBERS 130 490,387 Number of new commercial permits issued Square feet of estimated retail demand from 2013-2017, representing a valuation of documented in the 2013 Retail Analysis and over $183.5 million. During the same time Merchandising Plan. period 309 residential permits were issued, representing a valuation of over $55.5 million. La Porte 2018 Comprehensive Plan 5-Year Update | 11 BY THE NUMBERS 12 | La Porte TX 2018 Comprehensive Plan 5-Year Update BY THE NUMBERS 2018 Assessed Property Values The map shows the assessed property values of parcels within the City of La Porte, current as of January 2018. As can be seen on the map, there is a wide range of property values within the city, ranging from less than $10,000 up to $60,000,000. The City tracks these values as they change over time and this information can be used to inform planning and economic development La Porte 2018 Comprehensive Plan 5-Year Update | 13 HIGH PRIORITY IMPLEMENTATION ACTION STATUS SUMMARIES Plan Update. As part of the 2018 5-year Comprehensive Plan Progress Report, City Departments met in Decem- ber 2017 to evaluate progress towards achieving these high priority actions. The rankings were also evaluated by the Planning and Zoning Commission and through a Public Open House held in March 2018. Highest Priority Actions2012 Rank2018 RankOverall Status Streamlined Permitting 111Complete Process Public Safety Improve- 23In progress ments Neighborhood Improve- 32 (tie)In progress ment Program Business Retention and 44 (tie)In progress Expansion Program Park and Trail System Im- 57In progress provements Market Retail Analysis610Complete Infrastructure Improve- 71 (tie)In progress ments 8RemoveNot started Provisions Downtown Master Plan92 (tie)Not started Drainage Improvements101 (tie)In progress Coordinated Tourism Strat- 119Not started egy Business Parks12RemoveComplete Business Incubator134 (tie)Not started Safe Sidewalks Program145In progress Increasing Sustainability158In progress Strategic Corridors Program166In progress For each high priority action departments answered the following: o Has this action been achieved (or portions of this action)? o If yes, which components? o If no, what do you see as the main reasons why? (may include but not limited to: funding, lack of authority, political or public will, lack of time, don’t know how to achieve) o Do you see this action being achieved in the next 5 years? If no, why not (may include but not limited to: no longer a priority, no funding, lack of political or public will) If yes, what is the timing for completion? The results of this exercise are summarized in the charts beginning on page 20. 14 | La Porte TX 2018 Comprehensive Plan Progress Report HIGH PRIORITY IMPLEMENTATION ACTION STATUS SUMMARIES • La Porte Municipal Airport Business Plan, completed 2017 • HazMat Commodity Flow Study and RMP • Hazard Mitigation Plan • Park and Recreation Master Plan (to begin in 2018) • Design Guidelines for GC, NC, and BI Districts (2014) • Northside Neighborhood Plan (2012 Update) • West Lomax Area Sanitary Sewer Feasibility Study • Citywide Street Condition Assessment • Coupland Drive Drainage Assessment • N. 6th Street Drainage Assessment • Update 2009 Water Master Plan (to begin in 2018) • Airport Drainage Assessment • F 101 Drainage Assessment • Renovation of wave pool (2018) • Renovation of Northwest Pool (2018) • Sidewalks • Annual Contracts – Asphalt Street Repairs – Concrete Street Repairs - Construction • Coupland Drive Drainage- Design and Construction • Somerton Pavement and Waterline Replacement • Hillridge Pump Station Construction La Porte TX 2018 Comprehensive Plan Progress Report | 15 HIGH PRIORITY IMPLEMENTATION ACTION STATUS SUMMARIES Evaluating Existing Studies for Impacts and Overlap to Comprehensive Plan - cember 2017 in the list above, they should be evaluated for any potential impacts to items in the Comprehen- sive Plan. As an example, the La Porte Municipal Airport Business Plan, completed in 2017, has the following relationship to Comprehensive Plan elements: o Recommends future master plans or airport land use compatibility studies. - ities, including: • Drainage infrastructure improvements • Airport Capital Improvements • Economic Development: Analyzes the economic advantage the Airport pro- vides the City of La Porte • Land development: Acres available for development to support aviation and other commercial uses. The new high priority rankings for the City of La Porte to focus on in the upcoming years are as Highest Priority Actions2018 Rank Infrastructure Improvements1 (tie) Draingage Improvements1 (tie) Neighborhood Improvement Program2 (tie) Strategic Downtown Improvements2 (tie) Public Safety Improvements3 Business Retention and Expansion Program4 (tie) Business Incubator4 (tie) Safe Sidewalks Program5 Strategic Corridors Program6 Park and Trail System Improvements7 Increasing Sustainability8 Coordinated Tourism Strategy9 Market Retail Analysis10 Streamline Permitting11 16 | La Porte TX 2018 Comprehensive Plan Progress Report HIGH PRIORITY IMPLEMENTATION ACTION STATUS SUMMARIES The highest priority action item charts provide proposed implementation action steps for the City of La Porte to La Porte TX 2018 Comprehensive Plan Progress Report | 17 HIGH PRIORITY IMPLEMENTATION ACTION STATUS SUMMARIES Capital Investments - et” project, especially those that must be phased and/or coordinated with other initiatives. This may include street infrastructure, water, wastewater, and drainage improvements; parks, trails, and recreation facility con- structions, and upgrades; and, construction of public buildings. Anticipating and adequately budgeting for - direction and priorities of this plan. Programs and Initiatives they may undertake. As part of Comprehensive Plan implementation, this method may include initiating new - Regulations and Standards Given that private investment decisions account for a vast majority of a city’s physical form, land development regulations and engineering standards are fundamental for plan implementation. Consequently, in La Porte, regulations and development criteria and technical engineering standards are the basic keys to ensuring that advance the community’s desire for quality development outcomes while recognizing economic factors. They should not delay or interfere unnecessarily with appropriate new development or redevelopment that is con- sistent with plan principles and directives. 18 | La Porte TX 2018 Comprehensive Plan Progress Report HIGH PRIORITY IMPLEMENTATION ACTION STATUS SUMMARIES Partnerships and Coordination require direct coordination, intergovernmental agreements, or funding support from other public entities or - unteer activities, and in-kind services (which can count toward the local match requirements for various grant Targeted Planning/Studies Various area of City governance require more detailed study and planning, especially as required to qualify for than is appropriate for comprehensive planning purposes. As such, some parts of this plan will be implement- - ations. La Porte TX 2018 Comprehensive Plan Progress Report | 19 HIGH PRIORITY IMPLEMENTATION ACTION STATUS SUMMARIES PROGRESS ICON LEGEND (IMPLEMENTATION STATUS) Graphic IconMeaning 0% not yet started not yet started 25% begun begun 50% in progress in progress 75% almost complete almost complete 100% almost complete complete 20 | La Porte TX 2018 Comprehensive Plan Progress Report HIGH PRIORITY IMPLEMENTATION ACTION STATUS SUMMARIES Streamlined Permitting ProcessStudy existing development processes and regulations to determine a plan of action to resolve issues without compromising the integrity of the process or enforcement of established regulations. This also could include such things as fast-track permitting, assistance with demolition of structures, etc. Implementation Priority Ranking 2012Status SummaryFuture Actions Status • Streamlined permitting • Continue to review permitting pro- process established. cess to ensure it is resulting in desired • Baseline comparison outcomes. #1 of La Porte’s develop- ment review and per- mitting process with neighboring communi- ties completed. Priority Ranking 2018 almost complete • Review time for dif- ferent categories of permitting tracked. #11 Key implementation Department(s): Planning and Development Types of future actions: Regulations and standards and Partnerships and coordination Completed or in progress? (Y/N) Y Develop a baseline comparison of La Porte’s development review and permitting Y process with neighboring communities (e.g., Deer Park, Pasadena, etc.). If no such baseline comparison already exists, then the City should begin tracking Y Develop a short- and long-term action plan to resolve issues that do not compro- mise the integrity of the process or conformity with established regulations. Rele- N vant feedback from this analysis should be presented to the Planning and Zoning Commission and City Council. La Porte TX 2018 Comprehensive Plan Progress Report | 21 HIGH PRIORITY IMPLEMENTATION ACTION STATUS SUMMARIES Public Safety ImprovementsContinue to support an excellent system of public safety services. Priority Implementation Ranking Status SummaryFuture Actions Status 2012 • • Continue to review personnel needs Police Department in 2017. #2 • Police vehicles being rotated to address increased commercial every 5 years. • Training being conducted via • Conduct manpower study for Fire Priority almost complete emergency services district. Department. Ranking • New La Porte Animal Shelter and • Continue to provide high quality 2018 Adoption Center facility complet-training opportunities for personnel. ed.• Update action steps based on new department priorities. #3 Key implementation Department(s): Police, Fire, EMS, OEM Types of future actions: Programs/Initiatives and Targeted planning/studies Completed or in progress? (Y/N) Periodically review the Police Department’s personnel needs and hire addition- Y with population growth; b. One additional crime analyst; c. One additional jailer - ments have a dedicated person taking and dispatching their calls. Periodically review the Fire Department’s personnel needs and hire additional -Manpower study not yet conducted. station. Provide adequate funding to expand the amount and quality of more cost-ef- Y - Y Y 22 | La Porte TX 2018 Comprehensive Plan Progress Report HIGH PRIORITY IMPLEMENTATION ACTION STATUS SUMMARIES Completed or in progress? (Y/N) Establish a formalized replacement and procurement program for vehicles and - Y bilities. At a minimum, this should include a replacement schedule as follows: Engines: 20 years; Ladder trucks: 25 years; Command vehicles: 10 years. Establish a formalized replacement and procurement program for vehicles and equipment to keep pace with state-of-the-art law enforcement technology Y and capabilities. This could include: Rotating cars every three years; Replacing La Porte TX 2018 Comprehensive Plan Progress Report | 23 HIGH PRIORITY IMPLEMENTATION ACTION STATUS SUMMARIES Neighborhood Improvement Develop a formalized neighborhood improvement program that ensures the quality Programof existing neighborhoods are maintained or improved over time. Priority Implementation Ranking Status SummaryFuture Actions Status 2012 • Northside Neighborhood Plan • Explore funding/grant opportunities to developed but not implemented. implement Northside Neighborhood #3 • Targeted investment program Plan. not developed. • Examine if other older communities • Code enforcement program not should have a neighborhood plan Priority begun changed.developed. Ranking • Examine potential funding resources 2018 for community investments. #2 Key implementation Department(s): Planning and Development Types of future Actions: Targeted Planning/Studies, Programs and Initiatives Completed or in progress? Help older communities develop neighborhood plans, which may include elements that would normally be required for a housing grant submittal. Such a plan would highlight potential development/redevelopment sites, infrastructure improvements, Y Develop a target-area community investment program focused on all infrastructure A targeted program has improvements (e.g., sidewalk installation in addition to repair, driveway culvert clean-not been developed due to ing and replacement, alley improvements, tree trimming, parking restrictions, shielded lack of funding. Projects are street lighting or other improved pedestrian lighting, added greenspace, improved completed as opportunities public streetscape/ landscape areas, new signage, etc.) within at-risk neighborhoods. arise such as when a street is This would be an expansion of the current program that provides dedicated funding re-done sidewalks are put in for sidewalk repair and maintenance. Develop a results-based code enforcement program to aid in code compliance (e.g., violations such as weeds, debris, and junk vehicles) rather than citing noncompliant property owners. A key element may be the cross-training of enforcement advocacy N - ets listing sources of help for homeowners who are in violation of City codes. 24 | La Porte TX 2018 Comprehensive Plan Progress Report HIGH PRIORITY IMPLEMENTATION ACTION STATUS SUMMARIES Business Retention and Ex-- pansion Programmine public/private strategies to overcome challenges or facilitate plans of expansion. Priority Implementation Ranking Status SummaryFuture Actions Status 2012 • Shop, eat, stay, play local campaign • is active.potential for re-establishing business • Visitlaportetx.com website provides retention and expansion program. #4 up to date shopping/tourism guide.• Determine, through surveys or inter- • New local programs have been views, how the City can best support rolled out such as The Search for existing businesses and establish Priority begun Ranking Quilts. needs and challenges 2018 • Façade grant program is active. • Continue to support local event programming and marketing and strengthen relationship between - #4 Key implementation Department(s): Economic Development/EDC Types of future actions: Programs/Initiatives, Partnerships and Coordination Completed or in progress? Consider expanding the business retention and expansion program. A strong busi- ness retention and expansion program should include regular visits with local em- ployers. These visits can include formal surveys or be informal interviews. However, they should establish a relationship with the employer and serve as a mechanism by N which the Economic Development Coordinator can ascertain any major challenges from relocating to La Porte. In addition to site visits, the business retention and expansion program could be ex- panded to include such initiatives as shop local programs, advertising cooperatives, Y shopping guides, frequent shopper programs, small business seminars, etc. La Porte TX 2018 Comprehensive Plan Progress Report | 25 HIGH PRIORITY IMPLEMENTATION ACTION STATUS SUMMARIES Park and Trail System Im-Improve the quality of existing parks and recreation areas. provements Priority Implementation Ranking Status SummaryFuture Actions Status 2012 • Parks standards in progress as well as • Update Parks and Recreation inventory and replacement schedule.Master Plan (in the works for • All parks have matching entry signs 2018). Consider also incorporat- #5 (2013 completion). ing Trails into Master Plan. • Fairmont and Lomax parking lots have • Integrate park planning into any been resurfaced. neighborhood plans. • Playground replacements (such as • Continue to evaluate potential Priority almost complete Seabreeze) have design themes. funding sources for park im- Ranking • New amenities include 2 new splash provements. parks. • Continue to market high quality 2018 • -of parks and consider applying grades and frisbee golf are planned. for H-GAC Parks and Natural Area • Online registration system (RecTrac) is awards. #7 active. • Sens Trail and Park St. Trail in progress. Key implementation Department(s): Parks and Recreation Types of Future Actions: Capital Investments, Targeted Planning/studies Completed or in progress? Establish a formalized parks-to-standards program to ensure all parks are brought up to, and maintained in, an equivalent quality standard. This program should in- Y clude a general maintenance and repair schedule. Establish a policy of master planning new/revitalized parks to develop a unique design theme for each park to broaden the types of facilities and activities that are Y available across the community and to better tie their identity to adjacent neighbor- hoods Evaluate opportunities to add new types of amenities that appeal to intergenera- Y tional and non-traditional users in existing and future parks - Y provement program to repair, replace, or install new sidewalks, crosswalks, and curb repairs are made as needed cuts (no set schedule) Consider providing on-line registration for any camps, lessons, workshops, or classes Y available through the City 26 | La Porte TX 2018 Comprehensive Plan Progress Report HIGH PRIORITY IMPLEMENTATION ACTION STATUS SUMMARIES Completed or in progress? Continue to budget, or pursue additional outside funding, to construct the remain- Y Plan. Continue to proactively pursue additional park and recreation acquisition of proper- N ty and/or protection of additional greenspace within the City limits. La Porte TX 2018 Comprehensive Plan Progress Report | 27 HIGH PRIORITY IMPLEMENTATION ACTION STATUS SUMMARIES Market Retail AnalysisUndertake a market retail analysis separately or in coordination with an update to the Economic Development Strategic Plan Priority Implementation Ranking Status SummaryFuture Actions Status 2012 • Retail Analysis and Merchandising Plan • Utilize the completed market anal- completed in 2013. The plan includes ysis to develop a coordinated eco- #6 demographic analysis, retail analysis, nomic development strategy. and analysis of City’s competition.• Utilize psychographics within anal- • Visit La Porte proactively markets La ysis to further market La Porte to Priority Porte via a variety of mediums. in progress Ranking • Revise implementation action to 2018 - tion. #10 Key implementation Department(s): Economic Development/EDC Types of future actions: Programs and Initiatives Completed or in progress? Undertake a retail market analysis to help identify opportunities for future expan- sion of the City’s retail space. The analysis should include a demographic analysis of Y La Porte’s market segments, a sales gap analysis, and an analysis of the City’s eco- nomic composition and competition. The outcome of this analysis should be to develop a coordinated economic devel- opment strategy comprised of four main elements: retail development, tourism, N a convention center (consistent with the available space at the renovated Sylvan Beach Pavilion), and support for industry. Y 28 | La Porte TX 2018 Comprehensive Plan Progress Report HIGH PRIORITY IMPLEMENTATION ACTION STATUS SUMMARIES Infrastructure ImprovementsContinue to implement the recommendations in the City’s Water Master Plan, Water Conservation Plan, and Drought Contingency Plan. Priority Implementation Ranking Status SummaryFuture Actions Status 2012 • GIS-based Utility Mapping • Complete Utility Mapping Program and utilize #7 Program is in progress but not as a prioritization tool to identify areas with yet complete. the greatest infrastructure needs. • Dead-end water mains have • Continue to eliminate dead-end water mains been eliminated in most in-as additional funding becomes available. Priority in progress stances. • Conduct WWTP feasibility study. Ranking • The golf course and park use • Consider adding examining security for public 2018 nearly 95% of discharge during utilities and infrastructure as a priority action summer months. item. #1 Key implementation Department(s): Public Works Types of future actions: Capital investments, Programs and initiatives, Targeted planning/studies Completed or in progress? Complete the geographic information system (GIS) mapping database, i.e., Utility Mapping Program, by providing additional resources to capture and input the neces- sary data for a complete asset management program. This system should be utilized to Y in progress of piping, dates of improvements and repairs, and other information relevant to an as- set management system. Data should be used as a prioritization tool in the preparation of annual budgets and capital improvement programs. Conduct a system-wide condition analysis of all utility infrastructure, i.e., storm sewer, water, and wastewater, to determine an appropriate short- and long-term plan of action Y to repair, rehabilitate, or replace existing utility infrastructure. Information should be in progress entered into the Utility Mapping Program to identify targeted geographic areas with the greatest needs. Identify and eliminate any dead-end water mains Y Conduct a feasibility study to determine if the wastewater treatment plant (WWTP) can be improved to increase the total available quantity of reuse water and to determine N where additional public or private reuse opportunities in the City might be located. La Porte TX 2018 Comprehensive Plan Progress Report | 29 HIGH PRIORITY IMPLEMENTATION ACTION STATUS SUMMARIES comprehensive plan to the implementing regulations. Provisions Priority Implementation Ranking Status SummaryFuture Actions Status 2012 • The development code was updat-• Assess potential advantages to going for- ed in 2015 and the zoning code was ward with a UDC. If a UDC is not desired, updated in 2014. Although these examine whether existing codes ade- #8 codes were updated they were not quately address all provisions and if not -develop supplemental provisions. ment Code (UDC). • Review legal precedents such as Reed v. Priority not yet started Gilbert that may necesitate updates to Ranking ordinances (in this instance, sign ordi- 2018 nance). • Updated 2015 development code should Not be made available online, replacing 1985 ranked version currently on City website. Key implementation Department(s): Planning and Development Types of future actions: Regulations and standards Completed or in progress? include, but not be limited to: o building placement, design, and materials; o parking lot, streetscape, and foundation landscaping; N o o lot design and open space; o street and pedestrian connectivity and access management; and, o sidewalk design, placement, and amenities. 30 | La Porte TX 2018 Comprehensive Plan Progress Report HIGH PRIORITY IMPLEMENTATION ACTION STATUS SUMMARIES Downtown Master PlanPrepare a master plan for the Downtown area Priority Implementation Ranking Status SummaryFuture Actions Status 2012 • The Downtown Master • Prior to launching a Downtown Master Plan Plan has not progressed. - #9 erty and business owners in the potential study area needs to occur. This could include visioning sessions and working to address concerns. • Examine potential for participating in Texas Main not yet started Priority Street program and re-starting Main Street Coor- Ranking dinator Position. 2018 • Seek funding for revitalization and pursue grant opportunities. • Participate in H-GAC Bringing Back Main Street Roundtable Program. #2 Key implementation Department(s): Planning and Development, Economic Development Types of future actions: Partnerships and Coordination, Targeted planning/studies Completed or in progress? Prepare a master plan for the Downtown area, including Main Street and Sylvan Beach, the connections between, and the transition to adjacent areas. This includes: o setting a clear and collectively supported vision; N o determination of implementation framework to guide new/reinvestment; and, o coordinating with previous work completed on marketing and branding. La Porte TX 2018 Comprehensive Plan Progress Report | 31 HIGH PRIORITY IMPLEMENTATION ACTION STATUS SUMMARIES Drainage Improvements Study. Priority Implementation Ranking Status SummaryFuture Actions Status 2012 • The areas for improvement identi-• Evaluate how drainage infrastructure -performed during Hurricane Harvey and #10 tinually evaluated and updated. update Drainage Study based on impacts. • Drainage projects and improve-• Priority in progress ments are ongoing throughout the as community enhancements. Ranking City.• Continue to explore additional potential 2018 funding sources such as Pre-Disaster Miti- gation, Hazard Mitigation Grant Program, #1 and FEMA grants. Key implementation Department(s): Public Works Types of future actions: Capital investments Completed or in progress? Y Study. - ects as community enhancements and/or recreational amenities; 32 | La Porte TX 2018 Comprehensive Plan Progress Report HIGH PRIORITY IMPLEMENTATION ACTION STATUS SUMMARIES Coordinated Tourism StrategyDevelop a coordinated tourism strategy that goes beyond trying to attract visitors. Priority Implementation Ranking Status SummaryFuture Actions Status 2012 • La Porte is actively involved with the • Utilize the Retail Analysis and Merchan- Heritage society, supporting their dising Plan as a starting point to devel- #11 monthly events, funding any repairs op a coordinated tourism plan. and funding their docent.• Work to more closely tie marketing and • The City recently added another small building next to the depot. • not yet started Priority • Multiple tourism ads are used in • Consider developing ‘Tourism Task- Ranking force’ composed of local businesses 2018 • Multiple events are held to try to get and other area partners. ‘heads in beds’. #9 Key implementation Department(s): Economic Development/EDC Types of future actions: Targeted planning/studies, Partnerships and coordination Completed or in progress? Develop a coordinated tourism strategy that goes beyond trying to attract visitors. Rather, the tourism strategy should be focused on capturing visitor’s dollars by local N businesses. In coordination with area partners (e.g., the La Porte Bay Area Heritage Society), the attract visitors, a retail strategy that provides outlets for visitors to spend money, and N Porte. La Porte TX 2018 Comprehensive Plan Progress Report | 33 HIGH PRIORITY IMPLEMENTATION ACTION STATUS SUMMARIES Business ParksProactively zone and market areas for higher quality business parks for those areas Implementation Priority Status SummaryFuture Actions Status Ranking 2012 • Design guidelines developed • Coordinate planning and development for Business Industrial along #12 major corridors.- ty standards are achieved. Priority almost complete • Continue to evaluate developments to Ranking 2018 - Remove from lines need to be made. high priority Key implementation Department(s): Planning and Development and Economic Development/EDC Types of future actions: Partnerships and coordination, Regulation and standards Completed or in progress? Update the zoning and development codes to ensure higher quality standards are achieved for those uses that would be allowed in Business Park and Au- to-Urban Industrial areas. Additionally, provisions need to be strengthened Y better community livability (see Chapter 2, Land Use and Development, for addi- tional information on needed regulatory improvements). 34 | La Porte TX 2018 Comprehensive Plan Progress Report HIGH PRIORITY IMPLEMENTATION ACTION STATUS SUMMARIES Business IncubatorEstablish a small business incubator site within the City in coordination with San Jacinto College Small Business Development Center (SJC SBDC). Priority consideration should be given to locating the site in Downtown or near San Jacinto College. Priority Implementation Ranking Status SummaryFuture Actions Status 2012 • Not yet started.• - ate potential for moving forward with this priority #13 and begin discussions with SJC SBDC. • Consider re-starting small business workshops. Priority not yet started Ranking 2018 #4 Key implementation Department(s): Economic Development/EDC Types of future actions: Partnerships and coordination, Programs and initiatives Completed or in progress? Consider becoming a member of the National Business Incubator Association (NBIA) and establishing a small business incubator site within the City in coordination with the San Jacinto College Small Business Development Center (SJC SBDC). Priority consideration should be given to already-owned property located in the Down- town area or in an area near San Jacinto College. The jointly sponsored incubator N follow-along counseling at no cost (SJC SBDC provided) for entrepreneurs of small and emerging companies. Criteria would need to be developed for admission to the business incubator for start-up companies. In addition, the site could be cross-uti- lized as a temporary headquarters on a short term, temporary basis (i.e., one to three months) for new arrivals of established, major companies relocating to La Porte. La Porte TX 2018 Comprehensive Plan Progress Report | 35 HIGH PRIORITY IMPLEMENTATION ACTION STATUS SUMMARIES Safe Sidewalks ProgramPrepare a safe sidewalks program to identify and correct unsafe and poorly main- tained sidewalk segments at key locations throughout the community. Priority Implementation Ranking Status SummaryFuture Actions Status 2012 • Although not formalized in a Safe • Utilize GIS mapping to map priority Sidewalks Program, annual sidewalk sidewalk investment areas. repairs are performed.• Work with GIS Dept. to create an App to #14 • A new sidewalk on Park St. is under track sidewalk repairs. construction in coordination with • Consider formalizing sidewalk repairs/ Harris County (partial funding from construction into a formal Safe Side- Harris County Safe Sidewalks Pro-walks Program. almost complete gram). • Continue to pursue potential funding Priority • Sidewalks that are constructed un-for sidewalks. Ranking dergo inspections.• Evaluate the potential for utilizing 2018 H-GAC’s free Pedestrian Evaluation Tool to engage citizens in performing assess- ments of sidewalk conditions and edu- cating about sidewalk maintenance. #5 Key implementation Department(s): Planning and Development and Public Works Types of future actions: Capital investments, Programs and initiatives Completed or in progress? Prepare a Safe Sidewalks Program to identify those locations where unsafe conditions and/or poorly maintained sidewalks exist particularly around, adjacent to, and leading to/away from schools; near and adjacent to public buildings and spaces; and other Y construction, maintenance of the existing sidewalk system should be a priority and should be adequately funded in the annual operating budget. Additional grant fund- ing should also be pursued from such sources as Federal, State, private entities. In these priority areas, conduct regular inspections of safety conditions to ensure the Y walking surface is free from hazards and dangerous obstructions. Organize a public education program to notify the community of the Safe Sidewalks Program, the priority pedestrian areas, and the individual responsibilities for care and N maintenance. 36 | La Porte TX 2018 Comprehensive Plan Progress Report HIGH PRIORITY IMPLEMENTATION ACTION STATUS SUMMARIES Increasing SustainabilityDetermine a plan of action to improve the City’s sustainability Priority Implementation Ranking Status SummaryFuture Actions Status 2012 • The City is working toward water • Designate a City Sustainability point person who will work across depart- as utilizing greywater on Parks and ments to track and evaluate the City’s Golf Course. #15 • A new water reduction target will be • Track metrics annually so the City can established in the updated WCP. evaluate progress on components such • New municipal projects such as the as energy usage and water reduction. almost complete • Evaluate potential for increasing desire for more sustainable munici-recycling options. Survey neighboring Priority pal facilities. cities with curbside recycling and eval- Ranking • The City utilizes drought resistant uate costs and potential grant funding 2018 landscaping for public improvement sources such as H-GAC’s Solid Waste projects.Grants program. #8 Key implementation Department(s): Economic Development/EDC, Parks and Recreation, Planning and Development, Public Works Types of future actions: Programs and initiatives, Partnerships and coordination Complete or In Progress? Reduce the City’s energy usage N Y Y other similar sustainable design and construction programs; through Harris County Y municipal projects; Utilize drought resistant landscaping for public improvement projects and provide incen- Y tives for private sector projects; N curbside recycling in the long-term. La Porte TX 2018 Comprehensive Plan Progress Report | 37 HIGH PRIORITY IMPLEMENTATION ACTION STATUS SUMMARIES Strategic Corridors ProgramCreate a Strategic Corridors Program Priority Implementation Ranking Status SummaryFuture Actions Status 2012 • Although not formalized in a Strategic • Consider developing a corridor Corridors Program, corridor investments streetscape plan or corridor design and improvements have been made, standards to identify priority im- #16 such as new Wharton Weems entry provements for corridors. landscaping, design for sound wall and • Evaluate potential for developing sidewalk on Spencer Highway and the S. corridor overlays as part of zoning in progress Priority Broadway Master Plan.code. Ranking • Coordinate with TxDOT to develop an 2018 Advance Funding Agreement (AFA) for TxDOT roadways which will es- tablish standards for future improve- #6 ments on TxDOT roadways. Key implementation Department(s): Planning and Development, Public Works Types of future actions: Targeted planning/studies, Regulation and standards. Complete or In Progress? Create a Strategic Corridors Program by identifying strategic corridors within the community and direct aesthetic and infrastructure improvements along those cor- ridors as a priority. Coordinate with the state and county, as necessary, for non-City Y should include S.H. 225, Fairmont Parkway (in conjunction with the Harris County widening project), Underwood Road, and S.H. 146 frontage roads. Secondary corridor enhancements should be completed on Spencer Highway, Sens Road, San Jacinto Drive, and Broadway Street. A corridor streetscape plan should be prepared for these strategic corridors. The plans should include a detailed inventory and assessment of existing conditions, in- cluding land use and zoning, building footprints, numbers and locations of driveways and parking lots, numbers and locations of signs, trees, and vegetation, power poles and overhead lines, street cross sections and rights-of-way, sidewalks and pedestrian N improvements, pervious and impervious surfaces, and general visual characteristics. The enhancement and design plans should include any regulatory recommendations identify priorities, funding options and sources, and a timeline. 38 | La Porte TX 2018 Comprehensive Plan Progress Report CONCLUSION Next Steps Another major amendment such as occurred in 2012 should be undertaken in the 2020-2021 Utilizing the framework established by this Comprehensive Plan Progress Report, an annual evaluation of progress should be conducted, led by the Planning and Development Department. The Annual Progress Report should include: 1) the status of implementation for each programmed task. A lead department department should coordinate with the Planning and Development Depart- ment to provide a single City-point of contact for the Annual Progress Re- port. 2) Implementation constraints, including those encountered in administering the plan and its policies. 3) Proposed amendments that have come forward during the course of the year, which may include revisions to the plan maps, or other recommenda- tions, policies, or text changes. 4) Recommendations for needed actions, programs, and procedures to be developed and implemented in the forthcoming year, including a recom- mendation of projects to be included in the CIP, programs and initiatives to be funded, and priority coordination needs with public and private imple- mentation partners. 5) Mid-to Long Range action list should be evaluated to determine if any of the actions should be moved to the high priority list for programming. La Porte TX 2018 Comprehensive Plan 5-Year Update | 39 REQUEST FOR CITY COUNCIL AGENDA ITEM Budget Agenda Date Requested: 04-23-18 See Narrative Source of Funds: Requested By: Kenith Adcox Account Number: Department: Police Amount Budgeted: Report: Resolution: Ordinance: Amount Requested: $94,108.53 Exhibits: Interlocal Agreement with LPISD for SRO Sergeant Civil Service Ordinance 1285 (Revised Red-line) Budgeted Item: YES NO Civil Service Ordinance 1285 (Revised Clean) SUMMARY & RECOMMENDATION The La Porte Independent School District (LPISD) currently contracts 5 School Resource Officers and 1 DARE Officer from the City of La Porte. These officers provide primary safety, security, and law enforcement The District reimburses the City for the total cost of the 9 months that school is in session. The officers are assigned back to the police department and are generally assigned to patrol duties during the summer months, which are the most active times for the police department due to the high number of youth that are out of school and often only loosely supervised. Due to an ever increasing concern for school safety, highlighted by several recent high-profile events involving mass shootings and other violent events on school campuses throughout the nation, the District has made a formal request to the City relating to the LPISD and City of La Porte SRO Program. The request is to increase the - Sergeant position. Unlike the existing s, the requested Sergeant would be assigned to the school district year around. The District would reimburse the city for all of the S since the request would require the police department to hire an additional employee, the district has agreed to reimburse the City for the costs associated with the Sthe purchase of a new police patrol vehicle to be used by the Sergeant. Having a full-time Sergeant assigned to the program will provide direct oversight and on-campus supervision for each of the existing School Resource Officers, while providing an additional layer of security to our area schools. In addition to supervising all officers assigned to the schools, the Sergeant would handle all administrative responsibilities relating to the officers, including scheduling, leave requests, etc. He/she would be available to serve as a substitute SRO officer should a SRO be away from his/her campus for any reason, would approve all SRO reports, provide mobile campus patrol as he/she moves from campus to campus checking on individual fixed campus supervisor for administrative purposes; however, not being on-campus and having numerous other departmental responsibilities, the Support Services Division sergeant is able to provide only limited s. The agreement would commence on May 1, 2018. The included Agreement has already been approved by the LPISD School Board. As with the existing SRO Agreement, this agreement would run for three years, ending the last day of the school year in 2021, with an option to extend the agreement for two years. As mentioned above, the agreement includes salary and benefit figures for a Sergeant in the amount of $114,980.48 for the first year with provisions to increase each year thereafter to keep pace with anticipated salary increases, as well as one-time cost of $42,700.00 for a vehicle and computer equipment and $3,500 for uniforms and a taser. As with previous agreements, the City would continue to have full use of this Sergeant should the need arise, i.e. weather emergencies. The Police Department is recommending that Council approve this interlocal agreement with the La Porte Independent School District due to the substantial benefits the program provides to the La Porte community. The approval of this agreement will require a modification to the Civil Service Ordinance, adding an additional Sergeant. An amended Civil Service Ordinance, reflecting the additional Sergeant position, is also included here. Please note, the amended Civil Service Ordinance also includes the previously approved additional police officer 7-2018 Budget. The Civil Service Ordinance had yet to be amended to reflect these approved positions. While the actual cost to the city for the SRO Sergeant will be a net-zero, a budget amendment will be necessary ($47,908.53), uniforms, and vehicle costs as well as the related reimbursements from the LPISD. If approved, staff will prepare an ordinance amending the fiscal year 2017-18 budget for future approval. Action Required by Council: Review and approve the Interlocal Agreement between the City of La Porte and the La Porte Independent School District as well Approved for City Council Agenda Corby Alexander, City Manager Date Attachment "A" Sergeant Year 1SGT Wages81,473.60 2080 hours * FICA6,232.73 7.65% Health10,422.00 10422 annually Life36.00 36 annually TMRS13,263.90 16.28% Work/Comp3,552.25 4.36% 114,980.48 Year 2SGT Wages83,470.40 2080 hours * FICA6,385.49 7.65% Health10,422.00 10422 annually Life36.00 36 annually TMRS13,588.98 16.28% Work/Comp3,639.31 4.36% 117,542.18 Year 3SGT Wages85,467.20 2080 hours * FICA6,538.24 7.65% Health10,422.00 10422 annually Life36.00 36 annually TMRS13,914.06 16.28% Work/Comp3,726.37 4.36% 120,103.87 ORDINANCE NO. AN ORDINANCE AMENDING ORDINANCE NO. 1285N CIVIL SERVICE; ESTABLISHING CLASSIFICATIONS; NUMBER OF AUTHORIZED POSITIONS IN EACH CLASSIFICATION; ESTABLISHING PAY SCHEDULES; CONTAINING A SEVERABILITY CLAUSE; CONTAINING A REPEALING CLAUSE; FINDING COMPLIANCE WITH THE OPEN MEETINGS LAW, AND PROVIDING AN EFFECTIVE DATE HEREOF. BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF LA PORTE: Section 1. Section 3 of Ordinance 1285, as amended, is hereby amended and shall hereafter read as follows, to-wit: There are hereby established the following number of authorized positions in each of the foregoing classifications, to-wit: Classification Number of Authorized Positions Patrolmen 57 60 Sergeant 10 11 Lieutenant 5 Assistant Chief 2 Section 2. All ordinances or parts of ordinances inconsistent with the terms of this ordinance are hereby repealed; provided, however, that such repeal shall be only to the extent of such inconsistency and in all other respects this ordinance shall be cumulative of Ordinance No. 1285 and any amendments thereto. Section 3. If any section, sentence, phrase, clause, or any part of any section, sentence, phrase, or clause, of this Ordinance shall, for any reason, be held invalid, such invalidity shall not affect the remaining portions of this Ordinance, it is hereby declared to be the intention of the City of La Porte Council to have passed each section, sentence, phrase, or clause, or part thereof, irrespective of the fact that any other section, sentence, phrase, or clause, or part thereof, may be declared invalid. Section 4. The City Council officially finds, determines, recites and declares that a sufficient written notice of the date, hour, place and subject of this meeting of the City Council was posted at a place convenient to the public at the City Hall of the City for the time required by law preceding this meeting, as required by the Open Meetings Law, Chapter 551, Texas Government Code; and that this meeting has been open to the public as requiredby law at all times during which this ordinance and the subject matter thereof has been discussed, considered and formally acted upon. The City Council further ratifies, approves and confirms such written notice and the contents and posting thereof. Section 5. This Ordinance shall take effect upon its passage and approval, and it is so ordered. PASSED AND APPROVED THIS THE ______DAY OF ________________, 2018. CITY OF LA PORTE By:________________________________ LOUIS RIGBY, Mayor ATTEST: By: PATRICE FOGARTY, City Secretary APPROVED: By: CLARK T. ASKINS Assistant City Attorney REQUEST FOR CITY COUNCIL AGENDA ITEM Appropriation Agenda Date Requested: April 23, 2018 Source of Funds: N/A Requested By: Ray Nolen Account Number: Department: Emergency Medical Service Amount Budgeted: Report: Resolution: X Ordinance: Amount Requested: Exhibits: Budgeted Item: YES NO Exhibits: Exhibits: SUMMARY & RECOMMENDATION The City of La Porte has provided & received EMS mutual aid support from the communities of Baytown, Deer Park and the Clear Lake area (CLEMC) since EMS became a city entity in 1984. Up until October 2013, the internal policy between the four EMS agencies involved was, if a request was received for an EMS mutual aid and you had an ambulance available, you sent it. This practice changed in October 2013 due to the growing number of requests made by the cities of Deer Park and Baytown for mutual aid from La Porte being at a disproportionate amount compared to the number of requests made by La Porte. At current, mutual aid requests for EMS response from the City of La Porte will not be accepted unless La Porte EMS has a minimum of two (2) ambulances in-service/available in the city and all responses to mutual aid disaster type emergencies resulting in a request for additional EMS resources despite our established minimum will be determined by the on-duty EMS supervisor. 2018 YTD Total EMS Responses - 2080 2018 YTD Total Mutual Aid Call Data: La Porte received from: La Porte provided to: Agency Total Disregard Actual Agency Total Disregard Actual Baytown 5 3 2 Baytown 34 10 24 Deer Park 5 2 3 Deer Park 13 1 12 CLEMC 2 0 2 CLEMC 3 0 3 TOTAL 12 5 7 TOTAL 50 11 39 LPEMS has responded to a total of 2080 calls for service YTD. 50 of those calls have been to neighboring cities as a mutual aid request with only 39 being actually fulfilled due to 11 being disregarded before LPEMS reached the incident location. In return, those neighbors were collectively called to La Porte for a mutual aid request a total of 10 times this year with only 7 actually arriving due to LPEMS disregarding them 5 times before they could arrive here due to LPEMS getting an ambulance back into service before they could arrive here. Records indicate that not any of the 10 calls for a mutual aid request to La Porte were due to La Porte being out on a mutual aid request to a neighboring city. However, the data does show that one of the mutual aid requests to Baytown by La Porte was due to them having one of their units here in La Porte on a mutual aid request by us. This issue is being brought to council due to staff recently receiving an inquiry concerning the current EMS response policy to mutual aid requests and would like to receive direction from Council on EMS mutual aid response recommendations. Action Required by Council: Discuss EMS response to mutual aid requests and provide staff with direction on possible revisions to response policy if deemed necessary. Approved for City Council Agenda Corby D. Alexander, City Manager Date QF r A m rEXAS Council Agenda Item April 23, 2018 9. ADMINISTRATIVE REPORTS • Fiscal Affairs Committee Meeting, Monday, May 14, 2018 • Drainage and Flooding Committee Meeting, Monday, May 14, 2018 • City Council Meeting, Monday, May 14, 2018 • Planning and Zoning Commission Meeting, Thursday, May 17, 2018 • Zoning Board of Adjustment Meeting, Thursday, May 24, 2018 10. COUNCIL COMMENTS regarding matters appearing on the agenda; recognition of community members, city employees, and upcoming events; inquiry of staff regarding specific factual information or existing policies — Councilmembers J. Martin, K. Martin, Kaminski, Zemanek, Leonard, Engelken, Earp, Ojeda and Mayor Rigby 11. 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