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SEDCAD 4.0 <br />Copyright 7998 Pamela J. Schwab <br />Civil Software Design <br />C2-ilA <br />Culvert Inputs: <br />Max. Tailwater Entrance <br />Length (R) slope (%) Manning's n Headwater Loss Ccef. <br />(R) (R) (Ke) <br />30.00 5.00 0.0240 1.00 0.00 0.90 <br />Culvert Results: <br />Minimum pipe diameter: 1 - 8 inch pipe(s) required <br />Detai/ed Performance Curves <br />Design Discharge = 1.17 cfs <br />Maximum Headwater = 1.00 ft <br />(BOLD indicates design pipe size) <br /> <br />Headwater <br />(ft) Discharge <br />(~) <br /> <br />(6 in) Discharge <br />(~) <br /> <br />(8 in) Discharge <br />(cis) <br /> <br />(10 in) <br />0.10 0.05 0.06 0.07 <br />0.20 0.10 0.13 0.16 <br />0.30 0.17 0.23 0.29 <br />0.40 0.27 0.35 0.44 <br />0.50 0.37 0.49 0.62 <br />0.60 0.48 0.65 0.81 <br />0.70 0.57 0.82 1.03 <br />0.60 0.64 0.97 1.26 <br />0.90 0.70 1.10 1.48 <br />1.00 0.72 1.23 1.70 <br />1.10 0.73 1.36 1.92 <br />1.20 0.75 1.43 2.09 <br />1.30 0.77 1.46 2.26 <br />1.40 0.78 1.50 2.42 <br />1.50 0.80 1.54 2.53 <br />1 <br />SEDCAD Utility Run Printed 06-20-2003 <br />