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SEDCAD 4 for Windows <br />!".nnvrinh} IQQQ -IM7 P-1. 1 Crh.uni. <br />• <br /> w/o Freeboard w/ Freeboard <br />Design Discharge: 3.69 cfs <br />Depth: 0.60 ft 0.90 ft <br />Top Width: 2.39 ft 3.59 ft <br />Velocity: 5.15 fps <br />X-Section Area: 0.72 sq ft <br />Hydraulic Radius: 0.268 ft <br />Froude Number: 1.66 <br />Structure #11 (Nonerodib/e Channel) <br />D1-3 <br />Trapezoidal Nonerodible Channel Inputs: <br />Material: Shotcrete <br />Left Right Freeboard Freeboard Freeboard <br />Bottom Sideslope Sideslope Slope (%) Manning's n Mult. x <br />Width (ft) Ratio Ratio Depth (ft) % of <br />Depth (VxD) <br />4.00 2.0:1 2.0:1 2.0 0.0170 0.30 <br />0 <br />Max. Entrance <br />Tailwater <br />Length (ft) Slope (%) Manning's n Headwater (ft) Loss Coef. <br />(ft) (Ke) <br />25.00 5.00 0.0120 2.00 0.00 0.9( <br />Culvert Results: <br />Design Discharge = 12.73 cfs <br />• Minimum pipe diameter: 1 - 30 inch pipe(s) required <br />36 <br />Nonerodible Channel Results: <br /> w/o Freeboard w/ Freeboard <br />Design Discharge: 12.73 cfs <br />Depth: 0.43 ft 0.73 ft <br />Top Width: 5.70 ft 6.90 ft <br />Velocity: 6.16 fps <br />X-Section Area: 2.07 sq ft <br />Hydraulic Radius: 0.350 ft <br />Froude Number: 1.80 <br />Structure #10 jCu/vent) <br />C1-1E <br />Culvert Inputs: <br />Filename: MB-1.sc4 Printed 10-22-2008