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SEDCAD 4 for Windows <br />1 <br />Structure Detail; <br />Structure #3 (Cu/vert) <br />CUL VERTJ2 <br />Culvert Inputs: <br />Max. Entrance <br />Length (ft) Slope (%) Manning's n Headwater Tailwater (ft) Loss Coef. <br />(ft) (Ke) <br />100.00 6.00 0.0240 3.50 0.00 0.2( <br />Culvert Results: <br />Design Discharge = 21.78 cfs <br />Minimum pipe diameter: 1 - 24 inch pipe(s) required <br />Filename: Pond J-1 0 Year Event-01 3014.sc4 <br />TR -84 Volume XI, App. B -30 <br />Printed 02 -04 -2014 <br />02/14 <br />