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SEDCAD 4 for Windows <br />ICIGA .-,r)ln P-1 I C,h—h <br />1 <br />• <br />. ............. ........... .. 1-1- . ...... . <br />Drain to Culvert I <br />Stl-Licture �2 Ll-zilvert) <br />culvert .t <br />Culvert Inputs: <br />Max. Tai water Entrance <br />Length (ft) Slope (%) Manning's n Headwater Loss Coef. ft (ft) (Ke) <br />40.00 2.00 0.0150 2.50 0.00 0.9( <br />Culvert Results: <br />Design Discharge = 24.69 cfs <br />Minimum pipe diameter: 1 - 36 inch pipe(s) required <br />• Rename: 16L Culvert 1 .sc4 Printed 09-08-2011 <br />