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SEDCAD 4.0 <br />r-...inh* iooa?nno D-ice i <br />1 <br /> <br />CS-6 <br />Culvert Inputs: <br />Culvert Results: <br />Max. Entrance <br />Length (ft) Slope (%) Manning's n Headwater Tailwater Loss Coef. <br />(ft) (ft) (Ke) <br />359.00 55.00 0.0120 5.00 0.00 0.50 <br />Minimum pipe diameter: 1 - 42 inch pipe(s) required <br />Detailed Performance Curves <br />Design Discharge = 60.83 cfs <br />Maximum Headwater = 5.00 ft <br />(BOLD indicates design pipe size) <br /> <br />• <br /> <br />Headwater <br />(ft) Discharge <br /> <br />(cfs) <br />( 36 in) Discharge <br /> <br />(cfs) <br />( 42 in) Discharge <br /> <br />(cfs) <br />( 45 in) <br />0.50 2.22 2.59 2.78 <br />1.00 6.28 7.33 7.85 <br />1.50 11.54 13.47 14.43 <br />2.00 17.77 20.73 22.21 <br />2.50 24.83 28.97 31.04 <br />3.00 32.64 38.08 40.80 <br />3.50 41.13 47.99 51.41 <br />4.00 47.70 58.63 62.82 <br />4.50 53.79 67.36 74.18 <br />5.00 59.27 75.38 83.34 <br />5.50 64.27 82.63 91.95 <br />6.00 68.91 89.30 99.82 <br />6.50 73.27 95.50 107.12 <br />7.00 77.37 101.32 113.95 <br />7.50 81.27 106.82 120.39 <br />SEDCAD Utility Run <br />Printed 08-12-2009