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SEDCAD 4 for Windows <br />Copyright 1998 Pam¢la J Schwab <br />Civil Sofhvare Design <br />6 <br />Structure #3 jCulvert1 <br />• Culvert Inputs: <br />Max. Tailwater Entrance <br />Length (R) Slope (%) Manning's n Headwater R Loss Coef. <br />(R) () (Ke) <br />80.00 3.00 0.0240 2.00 0.00 0.70 <br />Culvert Results: <br />Design Discharge = 11.23 cfs <br />Minimum pipe diameter: 1 - 24 inch pipe(s) required <br />~- <br /> <br />Filename: Culvert14+g6.13.srA Printed 07-30-2001 <br />