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~- • ~ ~ <br />~- <br /> C2uicl; T2-.,5 Ver.5.~1G 5/N: 1,^-,15•A~U^r?i <br />- Er.ec~_,ted: i,?:;•1:51 09-<'a--15`:)2 r::\ PONDPACIt: \I.;1lRNF.1'i,i.Ti:T <br /> <br />_ Al1YF-iF:L D Nn. 1 GF'F1VEI_ F'IT <br /> DRA I hIArE ANALYS I S <br /> EXISTINIi CONDITICINS CAS OF A!18. ]`:)'?^) <br /> Tc I':Ohlf-'I.1'1-A'1'IClhl', F CII~: Sl.lf?F? A~iN G <br /> SfIF-ET fl..nW f.Anpl i.~: able t:o Tc nnlyl <br /> Segment ID <br /> S,.rr face ries=r i~t inn IlF'PI?f2 `;I I1PF. <br /> planning's YnUghnRR!'. rnr~ff., n O.tO!~!) <br /> Flaw length, L (L~:~tal < nY - ,^,,>U) ft ni!.r? <br />_ <br />' Two-yr ~4-hr rainfall , C'^ in t.Si!±r <br /> Land slope, s ft/f Y. i!.0^:" <br /> ~ i , fl <br /> T = hrs <.!.^•1 ~!. ~~4 <br /> ,i.5 r?.4 <br />~ F~ * s <br /> SHALLOW CONCGh1TkATF-.D FLOW <br /> S~ament ID <br />' Snrfare (paved nr i.lnpaved)^ Unnerved <br /> Flou length, L ft 550.0 <br /> Watercourse slope, s ft/ft fr.ntl77 <br /> <br /> 0. 5 <br /> Avq.V = Csf * ls) ft/s 1.4150 <br />_ where: IJnpaved Csf IFi. l3.15 <br />' Paved Csf 20. ~ O2 <br /> T - L / 03600*V? hrs 0. I3 = O.l;i <br /> <br /> CFIANNEL FLOW <br /> Segment IU <br /> r_:rass SectinhTl Flnw Area. a sq. ft 0.0,:,~ <br /> Wetted nArimAter, Fw ft 0.00 <br />_ <br />' Flvdrauli~_ radius, r = aJF'w <br />r:hannel sl~_~pe, s ft <br />ft/ft i,.nnn <br />ti.Cn)c7i, <br /> Manninq's rol.,ghness .-oeff., n O.Ofx?iJ <br /> c/3 1/t <br /> 1.45 * r * s <br /> V = -------------------- ft/s O.Ori00 <br />' n , <br /> Flew length. L fi; (~ <br />'~~ T = L / ,l^-,Epi~~V? hrs r,.~,i, ._ [,,rlr) <br />' - <br />.................................. <br />................................... <br />..... <br />:i:.....: <br />.. <br />TOTAL.TIME~(hrs~:.. <br />.. . <br />..erl.4?:. <br />