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1J,a;~Ymu of Il..,: Ilu ~;u;;i :, ~ L,r,l <br />I Yh ~ ~ <br />fib Er <br />NQT, -~ ~ D' Yt C~ <br />Lp 1.0 <br />Cross-Section ofkoadJDazn Upstreazn Face <br />~_ LK, _~ Cross-SecGOn of Channel <br />Dovmstream of Culvert <br /> ~ Er fi <br /> 1.0 1.0 Y <br />t <br /> -il D k- ~ 2) . <br />.? fi <br /> <br /> Cowvw~cvi LMNO Ervcw[Ewi vc, ftESEnacv, ~rvo FIOfTW~wE, Lio. <br />INPUTS: Tailwater udn: Compute Y't . OUTPUTS: <br />Total flow, Qt lets): TW depth Yt (1k7 1.45Eb709 Road flow, Qr (cCs): <br />Number of pipes, N C6sn slope, Se (mIm)'. 0.0025 Fbwfpipe, Qp lets): <br />Pipe dir4D(fl) Ch»nnel iNannir~n: 0.035 HW e1ev, F1, (fl): <br />Pipe la,~^Ih, Lp (tt): Eottom width, b (fl): 130.0 HW depth Yh (R)' <br />Fipe Mamting n~ [zft slope, zl (H:V}: +a.7 inlet irrren ej Fl (R)- <br />Fell, Yf(fl): RiFJA slo[ie, z2 (H-V): G.1 Pipe slope. Sp (mhn): <br />Roadi}am luto: @2Ca1 LhQlrO Vel dept}4 Yv (Il): <br />Crest elec~, Er (fl): ;EA ww1c~IMNOer~.com Fro naenr~, Resea,ck~ Oatlet vel,V(fl!s): <br />Weir ler~th, Lw (flj: 290 All features ena:5id ei Sotkw-crt, Ltd. Click to Coagnae <br />Flow in ll'!s J!Cengths in (1 . Velocity in tt(s ~ GRAPHMti: Minimum Qt lets): <br />Uiemeter infi lDeptM inR ~ Flevations infl _J Gmph Yhvs. Qt J \ <br />Mabrnum Qt (eCs): <br />Ot in cfs divided by 10^Z <br />Outlet control <br />0.0 <br />63.75 <br />'4.003E653 <br />4 001169 , <br />G D025 <br />1 0~-4 <br />Figure 5. Computations of cuh•crt capacity (Total Flow, Qt) to the culvert tops at the road crossing, <br />Sandco reach of the Animas River, cross section SC-1 I. <br />SH.L Sm,[hu~est Hydro-Logic 9 <br />W`~-~- <br />