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SEDCAD 4 for Windows <br />r'—,H h4 1 OOR - ,)nn,) r)—i. I Gh,.inh <br />Design Discharge = 4.27 cfs <br />Minimum pipe diameter: 1 - 24 inch pipe(s) required <br />Structure #2 (Culvert <br />Culvert 20 <br />Culvert Inputs: <br />Max. Tailwater Entrance <br />Length (ft) Slope ( %) Manning's n Headwater () ft Loss Coef. <br />(ft) (Ke) <br />40.00 2.00 0.0240 2.00 0.00 0.90 <br />Culvert Results: <br />Design Discharge = 10.00 cfs <br />Minimum pipe diameter: 1 - 24 inch pipe(s) required <br />Structure #1 (Null <br />Filename: Bow -1 UTL Culverts.sc4 <br />aTR -59 <br />/IRP009) <br />11•AVI•1015 <br />C -92 <br />7 <br />Printed 12 -08 -2014 <br />12/14 <br />