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<br />SEDCAD 4.0 <br />Copyrigh11998 Pamela J. Schwab <br />Civil Software Design <br /> <br />Culvert 29+16.55 <br />Culvert Inputs: <br />Max. Tailwater Entrance <br />Length (ft) Slope (%) Manning's n Headwater Loss Coef. <br />80.00 3.00 0.0240 3.50 0.00 0.70 <br />Culvert Results: <br />Minimum pipe diameter: 1 - 45 inch pipe(s) required <br />Detai/ed Performance Curves <br />Design Discharge = 50.60 cfs <br />Maximum Headwater = 3.50 ft <br />(BOLD indicates design pipe size) <br />• <br />• <br /> <br />Headwater <br />(R) Discharge <br />(ufs) <br /> <br />( 42 in) Discharge <br />(cfs) <br /> <br />(45 in) Discharge <br />(cfs) <br /> <br />(48 in) i <br />0.35 1.52 1.63 1.74 <br />0.70 9.29 4.60 4.91 <br />1.05 7.89 8.45 9.01 <br />1.40 12.14 13.01 13.86 <br />1.75 16.97 18.18 19.39 <br />2.10 22.30 23.90 25.49 <br />2.45 28.10 30.11 32.12 <br />2.80 34.34 36.79 39.24 <br />3.15 40.97 43.90 46.83 <br />3.50 47,99 51.42 54.84 <br />3.85 55.36 59.32 63.27 <br />4.20 62.08 67.59 72.09 <br />4.55 68.20 74.74 81.29 <br />4.90 73.85 81.50 88.86 <br />5.25 79.09 87.75 96.25 <br />SEDCAD Utility Run <br />Printed 07-30-2001 <br />