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SEDCAD 4 for Windows <br />r -.qrc h/ loop _'Min D -i. 1 c�t--h <br />Structure Detail; <br />Structure #4 ( lvertj <br />CUL VERT B <br />Culvert Inputs: <br />Max. Entrance <br />Length (ft) Slope { %) Manning's n Headwater Tailwater (ft) Loss Coef. <br />. - -(ft) (Ke) <br />60.00 13.00 0.0240 03S 0.00 0.90 <br />Culvert Results: <br />Filename: Pond J_10 year.sc4 <br />TR -91 <br />Design Discharge = 1.15 cfs <br />Minimum pipe diameter: 1 - 12 inch pipe(s) required <br />Volume XI, App. B -31 <br />1 <br />Printed 09-02 -2014 <br />09/14 <br />