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• <br />SEDCAD 4 for Windows <br />Copyright 1998 Pamela J. Schwab <br />Civil Sofhvare Design <br />Structure Detai/; <br />Max. Tailwater Entrance <br />Length (k) Slope (%) Manning's n Headwater Loss Ccef. <br />(k) (k) (Ke) <br />30.00 1.00 0.0150 7.00 1.00 0.90 <br />Culvert Results: <br />Design Discharge = 160.23 cfs <br />Minimum pipe diameter: 1 - 60 inch pipe(s) required <br /> <br /> <br />5 <br />Structure #1 LCulvertJ <br />Culvert Inputs: <br />Filename: Culvertl0-24 sc4 <br />Printed 08-14-2001 <br />