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SEDCAD 4.0 <br />r,.~.,a~m ~°°a o~,..vi~ i c.~,..,~n <br />1 <br />Culvert 2A/2AA -Reclaimed Conditions • <br />Culvert Inputs: <br />Max. Tailwater Entrance <br />Length (ft) Slope (%) Manning's n Headwater Loss Coef. <br />(ft) (ft) (Ke) <br />80.00 0.05 0.0240 2.00 0.00 0.90 <br />Culvert Results: <br />Minimum pipe diameter: 1 - 10 inch pipe(s) required <br />Detai/ed Performance Curves <br />Design Discharge = 1.00 cfs <br />Maximum Headwater = 2.00 ft <br />(BOLD indicates design pipe size) <br /> <br />Headwater <br />(ft) Discharge <br />(c{s) <br /> <br />(8 in) Discharge <br />(~) <br /> <br />(30 in) Discharge <br />(~) <br /> <br />(12 in) <br />0.20 0.10 0.16 0.22 <br />0.40 0.18 0.28 0.41 <br />0.60 0.31 0.44 0.62 <br />0.80 0.38 0.61 0.89 <br />1.00 0.47 0.75 1.12 <br />1.20 0.55 0.90 1.31 <br />1.40 0.61 1.04 1.50 <br />1.60 0.67 1.16 1.72 <br />1.80 0.74 1.28 1.93 <br />2.00 0.80 1.40 2.12 <br />2.20 0.86 1.51 2.29 <br />2.40 0.93 1.60 2.46 <br />2.60 0.99 1.68 2.60 <br />2.80 1.03 1.77 2.74 <br />3.00 1.07 1.86 2.86 <br />• <br />• <br />SEDCAD Utility Run ~ - (,~- - ~ (D Printed 12-16-2004 <br />