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<br />. . <br />.... ..... ...... <br /> <br />. ,':. <br /> <br />. 00:," <br /> <br />. <br /> <br /> <br />- <br />c: <br />z~ <br />~g ~6 <br />&&. u-' <br /> <br /> <br />50 G'=&&" <br />L4.;:: 90 <br /><: &...w <br /> <br />~~I <0 l-4 <br />~ l:J Of <br />3~H' ~. <br />&&. h.1-- 0.01 <br />.bl 30" 3""" <br />o CL . ". .' <br />~ ULc ?VMT.~ , <br /><v. 0.02 . <br />..J .,.,1 . <br />::: ~Llr - 2S 2.S <br />~~r-o.e3 Ill, <br />Oc.,t- II <br />:)r--C.o~ ... <br />o~~~_ Z <br />....l.;, ~ I <br />ul <br /> <br />-: 3~O' ~~. ~Q'o ~l- " ./ ~.t-. <br />.tf " :t t:~~~ F':C<EO SOIL) ~ f= ,// I r= <br />~ ~t'''''Q;'2 ILlEr 0,..0:.0 ~ <br />u..... c../.... <br />~ ~ 200 en ......F 0.20 " g~ ",.00 ~ <br />~f- - ~ - " .. " /U) . 2 <br />-- ~._ 0.0,). ~~.30l~R G~~SSJ .7 ~ ~ ~ <br />~ 150 gJ.-ciO';-g:'.Q.~O(A~.c~:'sSJ .,,/ ~J= <br />I/; c L . o~v- _ " AI' c:: E" 5.0 ~ <br />o :ro.06 E' . -~~~' ~~ 10.0 ~ <br />l.:.I o.eo (CE~Si:: GRASSi ~ <br />100 '" 20.0 2: 10. 1.0 <br />90 2! rl.o:; . , t- <br />2' 00 . <br />eo ::/..1 ~. ~ <br />70 . ~i ~l=-s <br />60 '-! L <br /> <br />ij ~ 7 <br /> <br /> <br />. ". I · <br /> <br /> <br />I <br /> <br />e <br /> <br />- <br /> <br />. <br />ffi:: <br /> <br />. <br /> <br />'L~ <br /> <br />see <br /> <br /> <br />aGO <br /> <br />~cl <br /> <br /> <br />IS <br /> <br />1..5 <br /> <br />I <br /> <br />0.9 <br /> <br />as . <br /> <br /> <br />0.7 <br /> <br />l'"Ex /\.\0: ,":" 2:': <br />O'/E;::!..A~~O FLOW <br />L = 200. . <br />f" = 0.40 (;"./. G~}\SS; <br />:. = J.t.) ~.; <br />I r = 20 ~,::~!. <br /> <br />I "'0"'''' ......- 0- CQ:\.CI:"........ .....'C... = <br /><t.' . ""':'., .I:'.-=. :- ~..._:~.n___lt:. <br />I ? n. ~., 0 r/;I~' <br />-.\.: - ..-. Ii If. <br /> <br />GUTTER FLOW <br />L = ~oo' . <br />n = 0.;:'.75 <br />s = to 0/.:. <br />f = 2.0 t.~!~. <br /> <br /> <br />0.6 <br /> <br />30 <br /> <br />I <br /> <br />J <br /> <br />5 <br /> <br />0.5 <br /> <br />20 <br /> <br />4 <br /> <br />0.4. <br /> <br />:: <br /> <br />2 G.O + <br /> <br />3 <br /> <br />0.3 <br /> <br />: <br /> <br /> <br />FIGURE 2 <br /> <br />TIME OF CONCENTRATION FOR SURFACE FLOW <br /> <br />--------- <br /> <br />---..--- <br /> <br />,. <br />I <br />