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SEDCAD 4.0 <br />r'--inhl looa_onno D-1 i e. h-k <br />1 <br />r? <br />U <br />Culvert Inputs: <br />Culvert Results: <br />C1-5B <br />Max. Tailwater Entrance <br />Length (ft) Slope (%) Manning's n Headwater Loss Coef. <br />(ft) () (Ke) <br />125.00 36.00 0.0120 5.25 0.00 0.90 <br />Minimum pipe diameter: 1 - 21 inch pipe(s) required <br />Detailed Performance Curves <br />Design Discharge = 18.09 cfs <br />Maximum Headwater = 5.25 ft <br />(BOLD indicates design pipe size) <br />• <br />• <br /> <br />Headwater <br />(ft) Discharge <br /> <br />(cfs) <br />( 18 in) Discharge <br /> <br />(cfs) <br />( 21 in) Discharge <br /> <br />(cfs) <br />( 24 in) <br />0.52 1.20 1.40 1.59 <br />1.05 3.38 3.94 4.51 <br />1.57 6.21 7.24 8.28 <br />2.10 8.88 10.97 12.75 <br />2.63 10.92 13.911 17.01 <br />3.15 12.64 16.45 20.43 <br />3.68 14.16 18.59 23.36 <br />4.20 15.52 20.51 25.97 <br />4.73 16.78 22.27 28.32 <br />5.25 17.95 23.90 30.50 <br />5.78 19.05 25.42 32.53 <br />6.30 20.09 26.86 34.45 <br />6.83 21.07 28.23 36.27 <br />7.35 22.01 29.52 38.00 <br />7.88 22.92 30.77 39.64 <br />SEDCAD Utility Run Printed 08-11-2009