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SEDCAD 4.0 <br />r n-inhi l oosLini n D-mda i Crh.u�h <br />Culvert C -20 <br />Culvert Inputs: <br />Max. Entrance <br />Length (ft) Slope ( %) Manning's n Headwater Tailwater (ft) Loss Coef. <br />(ft) (Ke) <br />22.00 2.00 0.0150 3.20 0.00 0.90 <br />Culvert Results: <br />Minimum pipe diameter: 1 - 36 inch pipe(s) required <br />Detailed Performance Curves <br />Design Discharge = 35.80 cfs <br />Maximum Headwater = 3.20 ft <br />(BOLD indicates design pipe size) <br />Headwater <br />(ft) <br />Discharge <br />(cfs) <br />( 30 in) <br />Discharge <br />(cfs) <br />( 36 in) <br />Discharge <br />(cfs) <br />( 42 In) <br />0.32 <br />0.96 <br />1.15 <br />1.33 <br />0.64 <br />2.68 <br />3.22 <br />3.75 <br />0.96 <br />4.93 <br />5.91 <br />6.89 <br />1.28 <br />7.58 <br />9.10 <br />10.61 <br />1.60 <br />10.59 <br />12.71 <br />14.83 <br />1.92 <br />13.93 <br />16.71 <br />19.50 <br />2.24 <br />17.55 <br />21.06 <br />24.57 <br />2.56 <br />21.44 <br />25.73 <br />30.02 <br />2.88 <br />25.59 <br />30.70 <br />35.82 <br />3.20 <br />28.89 <br />35.96 <br />41.95 <br />3.52 <br />32.03 <br />41.41 <br />48.40 <br />3.84 <br />34.88 <br />45.58 <br />55.15 <br />4.16 <br />37.52 <br />49.73 <br />61.83 <br />4.48 <br />39.98 <br />53.56 <br />67.01 <br />4.80 <br />42.30 <br />57.14 <br />72.27 <br />SEDCAD Utility Run <br />1 <br />Printed 11 -11 -2014 <br />TR -91 Exh. 8- 32xxxi 12/14 <br />