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SEDCAD 4.0 <br />r,-...;nh# iOOAJOnn9 o-i. I Cnhuroh <br />1 <br /> <br />C2-13B <br />Culvert Inputs: <br />Culvert Results: <br />Max. Tailwater Entrance <br />Length (ft) Slope (%) Manning's n Headwater (ft) Loss Coef. <br />(ft) (Ke) <br />70.00 10.00 0.0240 4.00 0.00 0.90 <br />Minimum pipe diameter: 1 - 30 inch pipe(s) required <br />Detailed Performance Curves <br />Design Discharge = 29.56 cfs <br />Maximum Headwater = 4.00 ft <br />(BOLD indicates design pipe size) <br />• <br />• <br /> <br />Headwater <br />(ft) Discharge <br /> <br />(cfs) <br />( 24 in) Discharge <br /> <br />(cfs) <br />( 30 in) Discharge <br /> <br />(cfs) <br />( 36 in) <br />0.40 1.07 1.33 1.59 <br />0.80 3.00 3.75 4.50 <br />1.20 5.51 6.88 8.26 <br />1.60 8.48 10.59 12.71 <br />2.00 11.85 14.81 17.77 <br />2.40 15.35 19.46 23.36 <br />2.80 18.22 24.53 29.43 <br />3.20 20.74 28.90 35.96 <br />3.60 22.97 32.77 42.27 <br />4.00 25.01 36.22 47.70 <br />4.40 26.89 39.37 52.64 <br />4.80 28.65 42.29 57.14 <br />5.20 30.31 45.03 61.31 <br />5.60 31.88 47.60 65.22 <br />6.00 33.38 50.04 68.92 <br />SEDCAD Utility Run <br />Printed 08-11-2009