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5EDCAD 4 for Windows <br />rnn"rinh4 I GOR -OM n [)—ola I Crh,.nh <br />CUL VERTJ2 <br />Culvert Inputs: <br />Structure ure Detail; <br />Max. Entrance <br />Length (ft) Slope ( °10) Manning's n Headwater Tailwater (ft) Loss coef. <br />(ft) (Ke) <br />100.00 6.00 0.0240 3.70 0.00 0.20 <br />Culvert Results: <br />Design Discharge = 23.29 cfs <br />Minimum pipe diameter: I - 24 inch pipe(s) required <br />Filename: Pond J_10 year.sc4 <br />1 <br />Printed 12 -22 -2014 <br />TR -91 Volume XI, App. B -30 12/14 <br />