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SEDCAD 4 for Windows <br />rnmmini 1 1000 _9nn7 Do...nle I Crhu,el <br />73 <br />• <br /> w/o Freeboard w/ Freeboard <br />Design Discharge: 2.16 cfs <br />Depth: 0.48 ft 0.78 ft <br />Top Width: 1.92 ft 3.12 ft <br />Velocity: 4.71 fps <br />X-Section Area: 0.46 sq ft <br />Hydraulic Radius: 0.214 ft <br />Froude Number: 1.69 <br />Structure #53 (Cu/vert? <br />C2-2B <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 />105.00 5.00 0.0240 3.50 0.00 0.91 <br />Design Discharge = 36.96 cfs <br />Minimum pipe diameter: 1 - 36 inch pipe(s) required <br />Structure #52 (Nonerodib/e Channe/) <br />D2-3AA <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 5.0 0.0170 0.30 <br />Nonerodible Channel Results: <br /> w/o Freeboard w/ Freeboard <br />Design Discharge: 0.11 cfs <br />Depth: 0.14 ft 0.44 ft <br />Top Width: 0.54 ft 1.74 ft <br />Velocity: 3.03 fps <br />X-Section Area: 0.04 sq ft <br />Hydraulic Radius: 0.061 ft <br />Froude Number: 2.05 <br />0 Structure #51 (Erodible Channel) <br />Filename: MB-2R.sc4 Printed 10-23-2008