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SEDCAD 4.0 <br />Pmmirinhl ioaa -, n4n i)-i. i Ch-.h <br />Culvert Inputs: <br />Culvert C -3 <br />Max. Entrance <br />Length (ft) Slope ( %) Manning's n Headwater Tailwater (ft) Loss Coef. <br />(ft) (Ke) <br />46.00 2.00 0.0240 1.30 0.00 0.90 <br />Culvert Results: <br />SEDCAD Utility Run <br />TR -91 <br />Minimum pipe diameter: I - 12 inch pipe(s) required <br />Detailed Performance Curves <br />Design Discharge = 1.95 cfs <br />Maximum Headwater = 1.30 ft <br />(BOLD indicates design pipe size) <br />Headwater <br />(ft) <br />Discharge <br />(CFS) <br />( 10 In) <br />Discharge <br />(cfs) <br />( 12 in) <br />Discharge <br />(cfs) <br />( 15 in) <br />0.13 <br />0.64 <br />0.29 <br />0.19 <br />0.26 <br />0.69 <br />0.30 <br />0.35 <br />0.39 <br />0.80 <br />0.51 <br />0.64 <br />0.52 <br />0.91 <br />1.14 <br />0.99 <br />0.65 <br />1.02 <br />1.34 <br />1.38 <br />0.78 <br />1.14 <br />1.49 <br />1.81 <br />0.91 <br />1.37 <br />1.63 <br />2.27 <br />1.04 <br />1.71 <br />1.93 <br />2.74 <br />1.17 <br />1.79 <br />2.36 <br />2.99 <br />1.30 <br />1.87 <br />2.73 <br />3.31 <br />1.43 <br />1.95 <br />2.89 <br />3.92 <br />1.56 <br />2.03 <br />3.05 <br />4.53 <br />1.69 <br />2.10 <br />3.20 <br />5.20 <br />1.82 <br />2.18 <br />3.31 <br />5.41 <br />1.95 <br />2.25 <br />3.42 <br />5.62 <br />Exh. 8 -32i <br />1 <br />Printed 12 -16 -2014 <br />12/14 <br />