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l!1.=;7 mu oC llov. Ilu on Ali a ~.ul'.: ril <br />Eh <br />Yh <br />yt y <br />L ~_~_-3( Sr 0 <br />P <br />Cross-Section of Road(Dam UpstYeam Face <br />~ Lk, _~ Cross-Section of Channel <br />`~ Dovmsh-eam of Culvert <br />Er .. ~~$ <br />t.o' 1.0 Yt. <br />I'= b ~ <br /> COPVRiGN• LMNO ENa,NCERw+o, RCSEawC,,, wr+D 6orlwPgc, LTO. <br />INPUTS: CMP. Pmjecfing - Taifxater hdo: Compute Yt - OUTPUTS; Inlet control <br />Total Ilow, Qt (ds): 838 TV° depth Yt (R): t 4678493 {7pad flow, Qr (ds): 0.1642196 <br />Nwnberof pipes, N: ~ Chin slope, Sc (mltn): 0.0025 Fhu~lpipe, Qp (cfs): ~ 104.7294% <br />Pipe die, D (tl): ~___- Clmnnel IV[annixg n: 0.035 HAr eleY, Eh (R): 6.0032907 <br />Pipe kngtk~ Lp (f1): 25 0 bottom width b (n): 130.0 H15~ depth Yh (ft): 6.0007906 <br />Pipe Ivlennug n: 0.013 Leff slope, al (H:V): 01 in7ef im~ri el, Fi (1T): 0.0025 <br />Fa11, 1'f (n}: 0.0E P~igPd slope, x? (H:V): 0 1 Pipe slope. Sp (mhn): LOE-4 <br />Rnad~DautNAo: E- XMJI LI'v11J0 VtL depth Yv (tt): 4.0 <br />Crest ekv, Fi (fl): 6A wu^N.LMNOer~.cam Ex~neering, Research C)atkt ve4 V (11(s): 8.3341 <br />SVeir kngtkt Lw (ft): 290 An leatwea enacted etrl5oftware, Ltd. Click to Coulptrte <br />Fbw in lt'!s - Lengths inn - Velocity in Rls - GF:IipHING: Minimum Qt (cfs): 0.0 <br />Dianu'termn - Depths ion - Elevatiors Nll - Graph Yh vs. Qt - Malumun Ql(cfs): x00.0 <br />o i.l <br />0 a.f <br />A <br />d a.l <br />u <br />a <br />.~ 9.f <br />D ~ 1 <br />U <br />W <br />~, 2. <br />N <br />,G 1.[ <br />o. <br />Figure G. Computations oCthc maximmu culvcrL capacity (Total Flow, Qt) for overflow of the road crossing, <br />Sandco reach oCthe Animas River. cross section SC-1 I. <br />Hydrologic Study of the Sandco Reach, Animas River Valley, La PWta County, Colorado, 2004 10 <br />O. oao 1.000 2.000 ].000 4.000 5.000 6.000 't.000 8.000 -.000 <br />pt: in cf:s tlivided by 10^2 <br />