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SEDCAD 4.0 <br /> r-,,inhl 1QQR-,min D-i. 1 G-F-h <br /> 1 <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 /> Discharge Discharge Discharge <br /> Headwater (cfs) (cfs) (cfs) <br /> (30 in) (36 in) (42 In) <br /> 0.31 0.91 1.09 1.27 <br /> 0.62 2.56 3.07 3.58 <br /> 0.93 4.70 5.64 6.57 <br /> 1.24 7.23 8.67 10.12 <br /> 1.55 10.10 12.12 14.14 <br /> 1.86 13.28 15.94 18.59 <br /> 2.17 16.73 20.08 23.43 <br /> 2.48 20.45 24.53 28.62 <br /> 2.79 24.40 29.27 34.15 <br /> 3.10 27.85 34.29 40.00 <br /> 3.41 30.99 39.55 46.15 <br /> 3.72 33.84 43.93 52.58 <br /> 4.03 36.47 48.08 59.29 <br /> 4.34 38.92 51.92 64.58 <br /> 4.65 41.23 55.49 69.86 <br /> SEDCAD Utility Run Printed 11-11-2014 <br /> TR-91 Exh. 8-32vi 11/14 <br />