Laserfiche WebLink
SEDCAD 4.0 <br />~,.n~.v.ne ~ooa Damao i ~-m..~n <br />1 <br /> <br />Culvert Inputs: <br />Mme' Tallwater Entrance <br />Length (ft) Slope (%) Manning's n Headwater Loss Coef. <br />71.OD 0.02 0.0240 1,00 0.50 0.9D <br />Culvert Results: <br />Minimum pipe diameter: 1 - 10 inch pipe(s) required <br />Detai/ed Performance Curves <br />Design Discharge = 0.53 cfs <br />Maximum Headwater = 1.00 ft <br />(BOLD indicates design pipe size) <br /> <br />Headwater <br />(ft) Discharge <br />(~) <br />(6 In) Discharge <br />(cfs) <br />(SO in) Discharge <br />(ds) <br />(12 In) <br />0.10 0.00 0.00 0.00 <br />0.20 0.00 D.00 0.00 <br />0.30 0.00 0.00 0.00 <br />0.40 0.00 0.00 0.00 <br />0.50 0.10 0.10 0.12 <br />0.60 0.24 0.33 0.40 <br />0.70 0.32 0.60 0.61 <br />0.60 0.37 0.65 0.62 <br />0.90 0.43 0.73 0.97 <br />1.00 0.48 0.77 1.D7 <br />1.10 0.53 0.82 1.18 <br />1.20 0.58 0.91 1.29 <br />1.30 0.63 0.98 1.40 <br />1.40 0.67 1.06 1.52 <br />1.50 0.71 1.13 1.65 <br />l <br />J <br />./ <br />Printed 12-02-2004 <br />SEDCAD Utility Run ~-06 12.4-34 <br /> <br />