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SEDCAD 4 for Windows <br />7 <br />1 r <br />u <br />Culvert Results: <br />Max. Tailwater Entrance <br />Length (ft) Slope ( %) Manning's n Headwater ft Loss Coef. <br />(ft) O (Ke) <br />200.00 5.00 0.0240 3.75 0.00 0.91 <br />Design Discharge = 1.02 cfs <br />Minimum pipe diameter: 1 - 8 inch pipe(s) required <br />J <br />r1 <br />U <br />Structure #1(lVu /1 <br />creek <br />Filename: C7 -1 D7 -1 D7 -2.sc4 Printed 10 -01 -2010 <br />