Laserfiche WebLink
SEDCAD 4.0 <br />c,.m.~~e~ ~°on o~m-ice i c~~.,..~n <br />1 <br />. TrucK Pona: il- <br />Culvert Inputs: <br />Max. Tailwater Entrance <br />Length (ft) Slope (%) Manning's n Headwater Loss Coef. <br />84.00 1.15 0.0240 0.50 0.00 0.90 <br />Culvert Results: <br />Minimum pipe diameter: 1 - 12 inch pipe(s) required <br />Detai/ed Performance Curves <br />Design Discharge = 0.98 cfs <br />Maximum Headwater = 0.50 ft <br />(BOLD indicates design pipe size) <br />• <br /> <br /> <br />Headwater <br />(ft) Discharge <br />(L{s) <br />(SO in) Discharge <br />(cfs) <br />(12 in) Discharge <br />(cfs) <br />(16 in) <br />0.05 0.50 0.77 1.27 <br />0.10 0.52 0.80 1.32 <br />0.15 0.53 0.82 1.36 <br />0.20 0.55 0.85 1.41 <br />0.25 0.56 0.87 1.45 <br />0.30 0.58 0.89 1.49 <br />0.35 0.59 0.92 1.53 <br />0.40 0.61 0.94 1.57 <br />0.45 0.63 0.96 1.61 <br />0.50 0.65 0.98 1.65 <br />0.55 0.68 1.00 1.69 <br />0.60 0.70 1.03 1.72 <br />0.65 0.78 1.06 1.76 <br />0.7D 0.89 1.08 1.80 <br />0.75 0.99 1.15 1.83 <br />SEDCAD Utility Run <br />Printed 03-26-2005 <br />12- IB.21 <br />