Laserfiche WebLink
SEDCAD 4.0 <br />Copynght 1998 Pamela J. Schwab <br />Gvil Software Design <br /> <br /> <br />Culvert Inputs: <br />Culvert 14+96.13 <br />Max. Tailwater Entrance <br />Length (ft) Slope (%) Manning's n Headwater Loss Coef. <br />(R) (ft) (Ke) <br />80.00 3.00 0.0240 4.75 0.00 0.70 <br />Cuivert Results: <br />• <br /> <br />Minimum pipe diameter: 1 - 54 inch pipe(s) required <br />Detai/ed Performance Curves <br />Design Discharge = 96.27 cfs <br />Maximum Headwater = 4.75 ft <br />(BOLD indicates design pipe size) <br /> <br />Headwater <br />(ft) Discharge <br />(cfs) <br /> <br />( 48 in) Discharge <br />(tfs) <br /> <br />(54 in) Discharge <br />(ds) <br /> <br />(60 in) <br />0.47 2.79 3.09 3.43 <br />0.95 7.76 8.72 9.69 <br />1.42 14.25 16.03 17.81 <br />1.90 21.94 24.68 27.42 <br />2.38 30.65 34.49 38.32 <br />2.85 40.30 45.34 50.37 <br />3.32 50.78 57.13 63.48 <br />3.80 62.04 69.80 77.55 <br />4.27 74.03 83.28 92.54 <br />4.75 85.86 97.54 108.38 <br />5.22 95.74 112.53 125.04 <br />5.70 104.99 124.11 142.47 <br />6.17 113.49 135.56 156.77 <br />6.65 121.40 146.12 170.60 <br />7.iZ IZB.BZ 155.97 183.40 <br />SEDCAD Utility Run Printed OB-29-2001 <br />