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SEDCAD 4 for Windows <br />(`nnvrinhf 1008 -9M17 P-1. I Crh..mh <br />27 <br />• <br />Material: Shotcrete <br />Left Right Freeboard Freeboard Freeboard <br />Sideslope Sideslope Slope (%) Manning's n Mult. x <br />Depth (ft) % of Depth <br />Ratio Ratio (VxD) <br />2.0:1 2.0:1 4.0 0.0170 0.30 <br />Nonerodible Channel Results: <br /> w/o Freeboard w/ Freeboard <br />Design Discharge: 1.20 cfs <br />Depth: 0.35 ft 0.65 ft <br />Top Width: 1.38 ft 2.58 ft <br />Velocity: 5.04 fps <br />X-Section Area: 0.24 sq ft <br />Hydraulic Radius: 0.154 ft <br />Froude Number: 2.14 <br />• <br />Structure #34 (Culvert) <br />C1-2B <br />Culvert Inputs: <br />Max. Entrance <br />Tailwater <br />Length (ft) Slope (%) Manning's n Headwater (ft) Loss Coef. <br />(ft) (Ke) <br />20.00 5.00 0.0240 1.50 0.00 0.9( <br />Culvert Results: <br />Design Discharge = 1.20 cfs <br />Minimum pipe diameter: 1 - 8 inch pipe(s) required <br />Structure #33 (6 onerodib/e Channel) <br />DI -5 East <br />Triangular Nonerodible Channel Inputs: <br />Material: Shotcrete <br />Left Right Freeboard Freeboard Freeboard <br />Sideslope Sideslope Slope (%) Manning's n Depth (ft) % of Mult. x <br />Depth <br />Ratio Ratio (VxD) <br />2.0:1 2.0:1 4.0 0.0170 0.30 <br />Nonerodible Channel Results: <br />491 <br />Filename: MB-1.sc4 <br />Printed 10-21-2008