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SEDCAD 4.0 <br />r....,..; K+ 100029nn9 D-1 i <br />1 <br />• <br />Culvert Inputs: <br />Culvert Results: <br />C1-1 <br />Max. Tailwater Entrance <br />Length (ft) Slope (%) Manning's n Headwater (ft) Loss Coef. <br />(ft) (Ke) <br />439.00 20.00 0.0240 3.00 0.00 0.90 <br />Minimum pipe diameter: 1 - 15 inch pipe(s) required <br />Detailed Performance Curves <br />Design Discharge = 6.03 cfs <br />Maximum Headwater = 3.00 ft <br />(BOLD indicates design pipe size) <br /> <br />Headwater <br />(ft) Discharge <br />(cfs) <br /> <br />( 12 in) Discharge <br />(cfs) <br /> <br />( 15 in) Discharge <br />(cfs) <br /> <br />( 18 in) <br />0.30 0.35 0.45 0.54 <br />0.60 0.98 1.22 1.47 <br />0.90 1.79 2.24 2.68 <br />1.20 2.70 3.44 4.13 <br />1.50 3.44 4.73 5.77 <br />1.80 4.05 5.79 7.50 <br />2.10 4.58 6.69 8.88 <br />2.40 5.06 7.47 10.10 <br />2.70 5.49 8.19 11.19 <br />3.00 5.90 8.85 12.18 <br />3.30 6.28 9.46 13.10 <br />3.60 6.63 10.03 13.96 <br />3.90 6.96 10.57 14.76 <br />4.20 7.29 11.09 15.52 <br />4.50 7.59 11.58 16.26 <br />• <br />SEDCAD Utility Run Printed 08-11-2009