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SEDCAD 4.0 <br />Copyright 1998 Pamela J. Schwab <br />Civil Software Design <br /> <br />C2-2A <br />Culvert Inputs: <br />Max. Tailwater Entrance <br />Length (ft) Slope (%) Manning's n Headwater Loss Coef. <br />30.00 5.00 0.0240 1.00 0.00 0.9( <br />Culvert Results: <br />Minimum pipe diameter: 1 - 4 inch pipe(s) required <br />Detai/ed Performance Curves <br />Design Discharge = 0.07 cfs <br />Maximum Headwater = 1.00 ft <br />(BOLD indicates design pipe size) <br /> <br />Headwater <br />(ft) Discharge <br />(~) <br />(2 in) Discharge <br />(~) <br />(4 in) Discharge <br />(c{s) <br />(6 in) <br />o.lo o.oo o.oa o.os <br />o.zo o.o0 0.07 0.10 <br />0.30 0.00 0.11 0.17 <br />0.40 0.00 0.17 0.27 <br />0.50 0.00 0.20 0.37 <br />0.60 0.01 0.21 0.48 <br />0.70 0.01 0.22 0.57 <br />0.80 0.01 0.23 0.64 <br />0.90 0.01 0.24 0.70 <br />1.00 0.01 0.24 0.72 <br />1.10 0.01 0.25 0.73 <br />1.20 0.01 0.26 0.75 <br />1.30 0.01 0.27 0.77 <br />1.40 0.01 0.28 0.78 <br />1.50 0.01 0.29 0.80 <br />SEDCAD Utility Run Printed OS-20-2003 <br />