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SEDCAD 4.0 <br />r^nvrinht 1aap -inm P-t. i -Qr-h <br />Culverts C -64 & C -65 <br />Culvert Inputs: <br />Max. Taiiwater Entrance <br />Length (ft) Slope ( %) Manning's n Headwater Loss Coef. <br />(ft) (ft) (Ke) <br />80.00 1.00 0.0150 4.10 0.00 0.90 <br />Culvert Results: <br />Minimum pipe diameter: 1 - 24 inch pipe(s) required <br />Detailed Performance Curves <br />Design Discharge = 24.87 cfs <br />Maximum Headwater = 4.10 ft <br />(BOLD indicates design pipe size) <br />Headwater <br />(ft) <br />Discharge <br />(S) <br />( 21 in) <br />Discharge <br />(S) <br />( 24 in) <br />Discharge <br />(mss) <br />( 30 in) <br />0.41 <br />0.97 <br />1.11 <br />1.38 <br />0.82 <br />2.72 <br />3.11 <br />3.89 <br />1.23 <br />5.00 <br />5.71 <br />7.14 <br />1.64 <br />7.70 <br />8.80 <br />10.99 <br />2.05 <br />10.74 <br />12.29 <br />15.37 <br />2.46 <br />13.11 <br />15.84 <br />20.20 <br />2.87 <br />15.18 <br />18.69 <br />25.45 <br />3.28 <br />16.65 <br />21.20 <br />29.71 <br />3.69 <br />17.92 <br />23.41 <br />33.57 <br />4.10 <br />19.10 <br />25.11 <br />37.04 <br />4.51 <br />20.22 <br />26.67 <br />40.19 <br />4.92 <br />21.28 <br />28.15 <br />43.14 <br />5.33 <br />22.28 <br />29.54 <br />45.88 <br />5.74 <br />23.25 <br />30.88 <br />48.47 <br />6.15 <br />24.17 <br />32.17 <br />50.92 <br />1 <br />SEDCAD Utility Run Printed 08-11 -2014 <br />TR -70 Page B(H 19(25) -6 8/12/14 <br />