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I • <br />Max. Tailwater Entrance <br />Length (R) Slope (%) Manning's n Headwater Loss Coef. <br />(R) (R) (Ke) <br />100.00 1.00 0.0150 2.00 0.00 0.90 <br />Culvert Results: <br />Design Discharge = 0.22 cfs <br />Minimum pipe diameter: 1 - 4 inch pipe(s) nequired <br />• <br />SEDCAD 4 for Windows <br />r ..m~ti~ ~°°u _~nm oo,.,em i c,.n~n <br />Structure Detai/,~ <br />Structure #Y ~CulvertJ <br />Cu/vent 62A <br />Culvert Inputs: <br />5 <br />Filename: CuNerG2b10-24.sc4 ~. _ ~ Z - 3 S I Printed 11-12-2004 <br />