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SEDCAD 4 for Windows <br />I^nnvrin Y,! 1008 _9n07 0- 1. I C..h...ek <br />77 <br />D2-3K <br />Triangular Nonerodible Channel Inputs: <br />Material: Shotcrete <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: 0.24 cfs <br />Depth: 0.20 ft 0.50 ft <br />Top Width: 0.79 ft 1.99 ft <br />Velocity: 3.01 fps <br />X-Section Area: 0.08 sq ft <br />Hydraulic Radius: 0.088 ft <br />Froude Number: 1.69 <br />Structure #43 (Cu/vertl <br />C2-12C <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 />35.00 5.00 0.0240 1.00 0.00 0.9( <br />Design Discharge = 0.24 cfs <br />Minimum pipe diameter: 1 - 4 inch pipe(s) required <br />Structure #42 6 onerodib/e Channel) <br />D2-3I <br />Triangular Nonerodible Channel Inputs: <br />Material: Shotcrete <br />Left Right Freeboard Freeboard Freeboard <br />Slope (%) Manning's n <br />Sideslope Sideslope Mult. x <br />_ <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 />Filename: MB-2R.sc4 Printed 10-23-2008