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SEDCAD 4 for Windows <br />i c..K. K <br />73 <br />• <br /> w/o Freeboard w/ Freeboard <br />Design Discharge: 1.65 cfs <br />Depth: 0.43 ft 0.73 ft <br />Top Width: 1.73 ft 2.93 ft <br />Velocity: 4.40 fps <br />X-Section Area: 0.38 sq ft <br />Hydraulic Radius: 0.194 ft <br />Froude Number: 1.67 <br />Structure #53 (Culvert) <br />C2-2B <br />Culvert Inputs: <br />Culvert Results: <br />Max. Entrance <br />Tailwater <br />Length (ft) Slope (%) Manning's n Headwater Loss Coef. <br />(ft) (ft) (Ke) <br />105.00 5.00 0.0240 3.50 0.00 0.9( <br />- Design Discharge = 25.79 cfs <br />Minimum pipe diameter: 1 - 30 inch pipe(s) required <br />Structure #52 (Nonerodib/e Channel) <br />D2-3AA <br />Triangular Nonerodible Channel Inputs: <br />Material: Shotcrete <br />Left Right Freeboard Freeboard Freeboard <br />Sideslope Sideslope Slope (%) Manning's n Depth (ft) % of Depth Mult. x <br />Ratio Ratio (VxD) <br />2.0:1 2.0:1 5.0 0.0170 0.30 <br />Nonerodible Channel Results: <br /> w/o Freeboard w/ Freeboard <br />Design Discharge: 0.07 cfs <br />Depth: 0.12 ft 0.42 ft <br />Top Width: 0.48 ft 1.68 ft <br />Velocity: 2.79 fps <br />X-Section Area: 0.03 sq ft <br />Hydraulic Radius: 0.054 ft <br />Froude Number: 2.01 <br />• Structure #51 (Erodible Channel) <br />Filename: MB-2R.sc4 Printed 10-23-2008