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SEDCAD 4 for Windows <br />!`nn.min Ht IOOQ AM7 D-1. I CnY.weL. <br /> <br />Left Right Freeboard Freeboard Freeboard <br />Sideslope Sideslope Slope (%) Manning's n Mult. x <br />Ratio Ratio Depth (ft) % of Depth (VxD) <br />2.0:1 2.0:1 3.0 0.0170 0.30 <br />Nonerodible Channel Results: <br /> w/o Freeboard w/ Freeboard <br />Design Discharge: 0.37 cfs <br />Depth: 0.23 ft 0.53 ft <br />Top Width: 0.93 ft 2.13 ft <br />Velocity: 3.35 fps <br />X-Section Area: 0.11 sci ft <br />Hydraulic Radius: 0.104 ft <br />Froude Number: 1.73 <br />0 <br />Structure #6 6QIvert) <br />C3-IA <br />Culvert Inputs: <br />Culvert Results: <br />Max. Tailwater Entrance <br />Length (ft) Slope (%) Manning's n Headwater Loss Coef. <br />(ft) (ft) (Ke) <br />71.00 5.00 0.0240 2.00 0.00 0.90 <br />21 <br />Design Discharge = 5.22 cfs <br />Minimum pipe diameter: 1 - 15 inch pipe(s) required <br />Structure #5 (Cu/vent) <br />C3-1D <br />Culvert Inputs: <br />Max. Tailwater Entrance <br />Length (ft) Slope (%) Manning's n Headwater ft Loss Coef. <br />(ft) () (Ke) <br />260.00 3.00 0.0120 3.00 0.00 0.90 <br />Culvert Results: <br />Design Discharge = 0.92 cfs <br />Minimum pipe diameter: 1 - 6 inch pipe(s) required <br />Structure #4 (Erodible Channel) <br />D3-1 <br />Triangular Erodible Channel Inputs: <br />Filename: MB-3.sc4 <br />Printed 10-21-2008