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SEDCAD 4 for Windows <br />64 <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 12.5 0.0170 0.30 <br />Nonerodible Channel Results: <br /> w/o Freeboard w/ Freeboard <br />Design Discharge: 16.47 cfs <br />Depth: 0.74 ft 1.04 ft <br />Top Width: 2.98 ft 4.18 ft <br />Velocity: 14.88 fps <br />X-Section Area: 1.11 sq ft <br />Hydraulic Radius: 0.333 ft <br />Froude Number: 4.30 <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 10.0 0.0170 0.30 <br />Nonerodible Channel Results: <br />• <br />Structure #71 (Culvert) <br />C2-5 <br />Culvert Inputs: <br />Culvert Results: <br />Max. Tailwater Entrance <br />Length (ft) Slope (%) Manning's n Headwater (ft) Loss Coef. <br />(ft) (Ke) <br />53.00 5.00 0.0240 2.25 0.00 0.9( <br />Design Discharge = 16.93 cfs <br />Minimum pipe diameter: 1 - 30 inch pipe(s) required <br />Structure #70 (Nonerodible Channel) <br />D2-6 <br />Triangular Nonerodible Channel Inputs: <br />Material: Shotcrete <br />w/o Freeboard w/ Freeboard <br />Design Discharge: 41.20 cfs <br />Depth: 1.09 ft 1.39 ft <br />Top Width: 4.38 ft 5.58 ft <br />Filename: MB-5E(Rev_spillway).sc4 <br />Printed 08-11-2009