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SEDCAD 4 for Windows <br />!`nnv?in LH loop _9nn7 D-1. I Cnk--k <br />83 <br />I? J <br /> w/o Freeboard w/ Freeboard <br />Design Discharge: 2.83 cfs <br />Depth: 0.54 ft 0.84 ft <br />Top Width: 2.17 ft 3.37 ft <br />Velocity: 4.82 fps <br />X-Section Area: 0.59 sq ft <br />Hydraulic Radius: 0.242 ft <br />Froude Number: 1.63 <br />Structure #29 rCu/vert1 <br />C2-13D <br />Culvert Inputs: <br />Culvert Results: <br />Max. Tailwater Entrance <br />Length (ft) Slope (%) Manning's n Headwater Loss Coef. <br />(ft) (ft) (Ke) <br />35.00 5.00 0.0120 1.50 0.00 0.9( <br />Design Discharge = 2.83 cfs <br />Minimum pipe diameter: 1 - 12 inch pipe(s) required <br />• Structure #28 (Nonerodib/e Channel <br />D2-2K <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 11.0 0.0170 0.30 <br />Nonerodible Channel Results: <br /> w/o Freeboard w/ Freeboard <br />Design Discharge: 3.71 cfs <br />Depth: 0.44 ft 0.74 ft <br />Top Width: 1.74 ft 2.94 ft <br />Velocity: 9.76 fps <br />X-Section Area: 0.38 sq ft <br />Hydraulic Radius: 0.195 ft <br />Froude Number: 3.69 <br />0 - <br />Structure #27 (Nonerodib/e Channel) <br />Filename: MB-2R.sc4 Printed 10-23-2008