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SEDCAD 4.0 <br />Copyright 7999 Pamala J. Schwab <br />Civil Software Design ~ <br />• SE entrance road to Pit 2-3&4. Road runoff only, 2.03 <br />cfs, ditches are separated. <br />Culvert Inputs: <br />Max. Entrance <br />Length (R) Slope (%) Manning's n Headwater Tailwater (ft) Loss Ccef. <br />(R) (Ke) <br />40.00 2.00 0.0150 2.00 0.00 0.9f <br />Culvert Results: <br />Minimum pipe diameter required: 10 inches <br />CJ <br />• <br />SEDCAD Utility Run Printed 09-28-1998 <br />