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SEDCAD 4.0 <br />1 <br />Culvert C71 <br />Culvert Inputs: <br />Max. Tailwater Entrance <br />Length (ft) Slope ( %) Manning's n Headwater Loss Coef. <br />(ft) (ft) (Ke) <br />54.00 2.00 0.0240 0.70 0.00 0.9( <br />Culvert Results: <br />Minimum pipe diameter: 1 - 12 inch pipe(s) required <br />Detailed Performance Curves <br />Design Discharge = 1.03 cfs <br />Maximum Headwater = 0.70 ft <br />(BOLD indicates design pipe size) <br />Headwater <br />(ft) <br />Discharge <br />(cfs) <br />( 10 in) <br />Discharge <br />WS) <br />( 12 in) <br />Discharge <br />(cfs) <br />( 15 in) <br />0.07 <br />0.64 <br />0.28 <br />0.19 <br />0.14 <br />0.67 <br />0.29 <br />0.20 <br />0.21 <br />0.69 <br />0.29 <br />0.25 <br />0.28 <br />0.72 <br />0.31 <br />0.39 <br />0.35 <br />0.74 <br />0.43 <br />0.54 <br />0.42 <br />0.76 <br />057 <br />0.71 <br />0.49 <br />0.78 <br />0.72 <br />0.90 <br />0.56 <br />0.81 <br />0.88 <br />1.10 <br />0.63 <br />0.85 <br />1.27 <br />1.31 <br />0.70 <br />0.89 <br />1.30 <br />1.54 <br />0.77 <br />1.00 <br />1.34 <br />1.77 <br />0.84 <br />1.17 <br />1.38 <br />2.02 <br />0.91 <br />1.35 <br />1.53 <br />2.28 <br />0.98 <br />1.45 <br />1.74 <br />2.47 <br />1.05 <br />1.53 <br />1.96 <br />2.60 <br />SEDCAD Utility Run <br />Printed 12 -06 -2011 <br />TR -60 EXH- 19(18) -9 12/30/11 <br />