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<br />e <br /> <br />e <br /> <br />TurnerCollie0Braden Inc. <br /> <br />July 29, 1983 <br />Mr. Jerry L. Hodge <br />City of La Porte <br /> <br />.,.. <br /> <br />Page Three <br /> <br />The probable rate of flow in this pipeline is not high <br />enough to prevent settling of solids in this pipe, even <br />during wasting periods. Most of the time the rate of <br />flow will be zero, which will allow further deposition <br />of solids and will increase the potential for the pipe <br />to clog. <br /> <br />. -~.~~~- -.- ~'_. ....----., ..~~-_.::--'.. r_____ .'---'~'-~ ~~----. ~ - ~. .- ,.: -~--"""'-T'-'-~-- .f' ,- - ~. .r') <br /> <br />'The relatively.lo~g dist~ce between the, 9~gester anp <br />Ithicke~er,andth~ ~a~l diff~rence in water, ~~rface, <br />'elevat1ons between tHese structures, would not I be' ai <br />) ~ecommende.d ar~~geme~~ 'un~~ss wastesluqg~ pumps, wer~1 <br />I provided of"- Our--conclusJ.on-J.s--that-the'.-'arrangement- of the <br />structures and the piping system is very likely to con- <br />triQute to the pipe clogging and may be totally responsible <br />for the problem. This problem.could' have been minimized or <br />eliminated by locating the structures closer together, <br />.;ncr7a~i.~g,_~he d_iffe.i::en~-!= i~..~~ter, surface elevatio~s, . <br />(prov1d:Lng a waste, sludge P~p. station ,i~--or .by a, cornbJ.nat~on <br />Uof-these-methods~'-\ ~t this'tiine, the only positive soluti9n <br /> <br />\wo~_~~__~~--to~ prov~~~~~~_::_~~~~:~ PUInPS.:i----... --.----.,.-. <br /> <br />ou~'recommendations for operational procedures to minimize <br />thi~ problem are as follows. <br /> <br />a. Thoroughly clean the piping system. <br />b. Maintain the water surface elevation in the thickener <br />below the overflow weir, at or slightly above the <br />point of discharge in the center feed pipe. This <br />will require the operators to pump out or siphon the <br />supernatant, or else will require modifications to <br />the overflow trough and piping. <br />c. Maintain the water surface elevation in the digester <br />at the maximum practical elevation (approximately <br />elevation 23.19). . <br />d. Minimize the wasting period so! as to maximize the <br />~waste sludge flow rate and velocity. Do not attempt <br />to waste continuously or for extended periOdS of time. <br />Flush. the sludge piping with process water after each <br />wasting period. <br /> <br />., <br />