Laserfiche WebLink
SEDCAD 4.0 <br />r -inht 10QA -9nn0 D -i. I Cnh.e.�h <br />1 <br />CSE -8 <br />Culvert Inputs: <br />o Max. Entrance <br />Length (ft) Slope ( /o) Manning's n Headwater Tailwater Loss Coef. <br />(ft) (ft) (Ke) <br />45.00 5.00 0.0120 1.75 0.00 0.90 <br />Culvert Results: <br />Minimum pipe diameter: 1 - 6 inch pipe(s) required <br />Detailed Performance Curves <br />Design Discharge = 1.02 cfs <br />Maximum Headwater = 1.75 ft <br />(BOLD indicates design pipe size) <br />Headwater <br />(ft) <br />Discharge <br />(cfs) <br />(4 in) <br />Discharge <br />(cfs) <br />(6 in) <br />Discharge <br />(cfs) <br />(8 in) <br />0.17 <br />0.08 <br />0.10 <br />0.35 <br />0.14 <br />0.22 <br />0.29 <br />0.52 <br />0.23 <br />0.40 <br />0.53 <br />0.70 <br />0.29 <br />0 .55 <br />0.82 <br />0.88 <br />0.34 <br />0.66 <br />1.08 <br />1.05 <br />0.39 <br />0.77 <br />1.29 <br />1.22 <br />0. <br />0. <br />1.50 <br />1.40 <br />0.46 <br />1.00 <br />1.65 <br />1.57 <br />0.49 <br />1.06 <br />1.80 <br />1.75 <br />0.50 <br />1.13 <br />1.95 <br />1.92 <br />0.51 <br />1.20 <br />2.08 <br />2.10 <br />0.52 <br />1.26 <br />2.20 <br />2.27 <br />0.53 <br />1.33 <br />2.31 <br />2.45 <br />0.54 <br />1.40 <br />2.43 <br />2.62 <br />0.54 <br />1.46 <br />2.54 <br />SEDCAD Utility Run Printed 09 -13 -2010 <br />