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SEDCAD 4.0 <br />CnrowinhH 00A Pamela I R~h.ueh <br />['1 <br />Culvert Inputs: <br />Max. Tailwater Entrance <br />Length (ft) Slope (9'0) Manning's n Headwater Loss Ccef. <br />(ft) (ft) (Ke) <br />46.00 0.02 0.0240 1.00 0.50 0.90 <br />Culvert Results: <br />Minimum pipe diameter: 1 - 15 inch pipe(s) required <br />Detai/ed Performance Curves <br />Design Discharge = 1.43 cfs <br />Maximum Headwater = 1.00 ft <br />(BOLD indicates design pipe size) <br /> <br />Headwater <br />(ft) Discharge <br />(mss) <br />(12 in) Discharge <br />(ds) <br />(151n) Discharge <br />(cfs) <br />{ 18 In) <br />o.io o.oo o.oo o.oo <br />o.zo o.oo o.oo o.oo <br />0.30 0.00 O.DO 0.00 <br />o.ao D.oo o.oo o.oo <br />O.SD 0.11 0.20 0,31 <br />p,60 0,45 0.69 1.Ds <br />0.70 0.71 0.97 1.47 <br />0.80 0.94 1.27 1.76 <br />0.90 1.16 1.56 2.04 <br />1.00 1.38 1.66 2.34 <br />1.10 1.50 215 2.69 <br />1.20 1.61 2.42 3.07 <br />1.30 1.72 2.56 3.47 <br />1.40 1.63 2.71 3.Bs <br />1.50 1.95 2.8s 4.29 <br />1 <br /> <br />,! <br />~~ <br />SEDCAD Ufility Run q'R-06 <br />12.4-30 <br />Printed 12-02-2004 <br />y <br />~,w. <br />