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SEDCAD 4.0 <br />r- -inhl 1QQR -,min D-i. 1 G-F-h <br />Culvert C -7 <br />Culvert Inputs: <br />Max. Entrance <br />Length (ft) Slope ( %) Manning's n Headwater Tailwater (ft) Loss Coef. <br />(ft) (Ke) <br />400.00 10.00 0.0240 3.10 0.00 0.90 <br />Culvert Results: <br />Minimum pipe diameter: I - 36 inch pipe(s) required <br />Detailed Performance Curves <br />Design Discharge = 33.07 cfs <br />Maximum Headwater = 3.10 ft <br />(BOLD indicates design pipe size) <br />Headwater <br />Discharge <br />(cfs) <br />( 30 in) <br />Discharge <br />(cfs) <br />( 36 in) <br />Discharge <br />(cfs) <br />( 42 In) <br />0.31 <br />0.91 <br />1.09 <br />1.27 <br />0.62 <br />2.56 <br />3.07 <br />3.58 <br />0.93 <br />4.70 <br />5.64 <br />6.57 <br />1.24 <br />7.23 <br />8.67 <br />10.12 <br />1.55 <br />10.10 <br />12.12 <br />14.14 <br />1.86 <br />13.28 <br />15.94 <br />18.59 <br />2.17 <br />16.73 <br />20.08 <br />23.43 <br />2.48 <br />20.45 <br />24.53 <br />28.62 <br />2.79 <br />24.40 <br />29.27 <br />34.15 <br />3.10 <br />27.85 <br />34.29 <br />40.00 <br />3.41 <br />30.99 <br />39.55 <br />46.15 <br />3.72 <br />33.84 <br />43.93 <br />52.58 <br />4.03 <br />36.47 <br />48.08 <br />59.29 <br />4.34 <br />38.92 <br />51.92 <br />64.58 <br />4.65 <br />41.23 <br />55.49 <br />69.86 <br />SEDCAD Utility Run <br />Y`r <br />■ <br />Printed 11 -11 -2014 <br />TR -91 Exh. 8 -32vi 11/14 <br />