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<br />IRC form .~79- - - - - - - - - _ _ _ _ _ _ _ <br /> <br /> TIMES-Of-CONCENTRATION <br />DESIGN OVERLAND fLOW CHANNEL fLOW T= T= DESIGN <br />POINT BASIN LENGTH SLOPE V T1 LENGTH SLOPE V T2 T1 + T2 EQUATION T <br /> c <br /> I .JOO' /0 % 1.3 3.8 mi ')700 4-.5 J. , 7.Sm"" (J, /q hy O. JO h~, O.19h <br />~ ~ ;;.so' &% J.7 ~.S )f, Ot) 4.3 <t, 4,f 0, /1. O. )1- O. /3 <br /> LJ..L= ~So' 3.7 . <br />3 ~~3 S ~. I 0, )t., O,/~ 0.17 H <br /> <: <br />+ / - 4 AL=/2S0 J, (p 7 .J.O 0.21- O,;;(~ 0.:<0 >-3 <br /> H <br /> ~ <br /> '" <br /> I <br />~- S ~SD' )) % I.t :1,3 1/00 I 1-:. :;. C .3.7 0,/0 t), II 0./0 0 <br />'>j <br /> I <br /> n <br /> 0 <br /> z <br />.~ SFt. L>L;: '!SO ' 3..:2 S 3.:2. O.IS 0, /e; t/,17 n <br /> '" <br /> z <br /> >-3 <br />7 5' -7 AL = 850' '-.4 4 3.S 0,;1.3 ~ <br /> H <br /> 0 <br /> z <br />7 7 J-OO I S~ I.~ ).. I iPSO' ~,O f )...7 .08 0.09 <br /> "',. <br /> <br /> <br />I <br />..... <br />..... <br />I <br /> <br />