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SEDCAD 4 for Windows <br />!`-,Ar K+ 10OR _9nn7 D-1. I Gh,.- , <br />67 <br />• <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 />• <br />Maz. Entrance <br />Tailwater <br />Length (ft) S o e (°(o -µ_Magning(s n Headwater Loss Coef. <br />(ft) (ft) (Ke) <br />53.00 5.00 0.0240 2.25 0.00 0.9( <br />Structure #72 (Nonerodib/e Channe/) <br />D2-7 <br />Triangular Nonerodible Channel Inputs: <br />Material: Shotcrete <br />Structure #71 rCu/vert? <br />C2-5 <br />Culvert Inputs: <br />Culvert Results: <br /> w/o Freeboard w/ Freeboard <br />Design Discharge: 9.29 cfs <br />Depth: 0.63 ft 0.93 ft <br />Top Width:. 2.50 ft 3.70 ft <br />Velocity: 11.86 fps <br />X-Section Area: 0.78 sq ft <br />Hydraulic Radius: 0.280 ft <br />Froude Number: 3.74 <br /> w/o Freeboard w/ Freeboard <br />Design Discharge: 11.48 cis <br />Depth: 0.65 ft 0.95 ft <br />Top Width: 2.60 ft 3.80 ft <br />Velocity: 13.59 fps <br />X-Section Area: 0.84 sq ft <br />Hydraulic Radius: 0.291 ft <br />Froude Number: 4.20 <br />Design Discharge = 11.80 cfs <br />• Minimum pipe diameter: 1 - 21 inch pipe(s) required <br />Structure #70 Ll onerodib/e Chann <br /> <br />Filename: MB-2R.sc4 Printed 10-23-2008