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SEDCAD 4.0 <br />rt -winht 90CiL9nn19 P-i. i -Q h-h <br />Culvert C -19 <br />Culvert Inputs: <br />Max. Tailwater Entrance <br />Length (ft) Slope ( %) Manning's n Headwater Loss Coef. <br />(ft) (ft) (Ke) <br />80.00 1.00 0.0150 1.20 0.00 0.9( <br />Culvert Results: <br />Minimum pipe diameter: 1 - 18 inch pipe(s) required <br />Detailed Performance Curves <br />Design Discharge = 3.98 cfs <br />Maximum Headwater = 1.20 ft <br />(BOLD indicates design pipe size) <br />Headwater <br />() <br />Discharge <br />WS) <br />( 15 in) <br />Discharge <br />(S) <br />(18 iln) <br />Discharge <br />(cls) <br />( 21 in) <br />0.12 <br />0.11 <br />0.13 <br />0.16 <br />0.24 <br />0.31 <br />0.37 <br />0.43 <br />0.36 <br />0.57 <br />0.68 <br />0.79 <br />0.48 <br />0.88 <br />1.05 <br />1.22 <br />0.60 <br />1.22 <br />1.47 <br />1.71 <br />0.72 <br />1.61 <br />1.92 <br />2.24 <br />0.84 <br />2.02 <br />2.42 <br />2.82 <br />0.96 <br />2.47 <br />2.96 <br />3.45 <br />1.08 <br />2.94 <br />3.53 <br />4.11 <br />1.20 <br />3.44 <br />4.13 <br />4.82 <br />1.32 <br />3.97 <br />4.76 <br />5.56 <br />1.44 <br />4.49 <br />5.43 <br />6.33 <br />1.56 <br />4.96 <br />6.12 <br />7.14 <br />1.68 <br />5.39 <br />6.84 <br />7.98 <br />1.80 <br />5.79 <br />7.50 <br />8.85 <br />1 <br />SEDCAD Utility Run Printed 08-11 -2014 <br />TR -70 Page EXH 19(25) -2 8/12/14 <br />