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SEDCAD 4.0 <br />C-Md h. LOON P-1n 1 GM.-K <br />Culvert Inputs: <br />Seneca II -W Culvert PM -9 <br />Max. Tailwater Entrance <br />Length (ft) Slope ( %) Manning's n Headwater Loss Coef. <br />(ft) (ft) (Ke) <br />30.00 2.00 0.0240 2.00 0.00 0.90 <br />Culvert Results: <br />Minimum pipe diameter: 1 - 8 inch pipe(s) required <br />Detailed Performance Curves <br />Design Discharge = 1.12 cfs <br />Maximum Headwater = 2.00 ft <br />(BOLD indicates design pipe size) <br />Headwater <br />(ft) <br />Discharge <br />(cfs) <br />(6 in) <br />Discharge <br />(S) <br />(8 in) <br />Discharge <br />(cfs) <br />(10 in) <br />0.20 <br />0.19 <br />0.37 <br />0.62 <br />0.40 <br />0.27 <br />0.44 <br />0.75 <br />0.60 <br />0.41 <br />0.55 <br />0.89 <br />0.80 <br />0.49 <br />0.84 <br />1.08 <br />1.00 <br />0.53 <br />1.04 <br />1.54 <br />1.20 <br />0.56 <br />1.12 <br />1.80 <br />1.40 <br />0.59 <br />1.21 <br />2.03 <br />1.60 <br />0.63 <br />1.29 <br />2.17 <br />1.80 <br />0.66 <br />1.38 <br />2.31 <br />2.00 <br />0.69 <br />1.46 <br />2.46 <br />2.20 <br />0.73 <br />1.53 <br />2.56 <br />2.40 <br />0.76 <br />1.59 <br />2.70 <br />2.60 <br />0.79 <br />1.66 <br />2.81 <br />2.80 <br />0.83 <br />1.72 <br />2.93 <br />3.00 <br />0.86 <br />1.78 <br />3.04 <br />1 <br />SEDCAD Utility Run 13 -7 -226 Printed 01- 26-2006 <br />0 <br />L] <br />