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SEDCAD 4 for Windows <br />rnn...inhf 1008 -9nn7 P-1. I Crh.unh <br />20 <br />w/o Freeboard w/ Freeboard <br />Hydraulic Radius: 0.071 ft <br />Froude Number: 1.33 <br />Structure #9 (Cu/vert? <br />C3-1C <br />Culvert Inputs: <br />Max. Tailwater Entrance <br />Length (ft) Slope (%) Manning's n Headwater () Loss Coef. <br />(ft) (Ke) <br />20.00 5.00 0.0240 1.00 0.00 0.90 <br />Culvert Results: <br />Design Discharge = 0.11 cfs <br />Minimum pipe diameter: 1 - 4 inch pipe(s) required <br />Structure #8 [Nonerodib/e Channel) <br />D3-3A <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: 0.18 cfs <br />Depth: 0.18 ft 0.48 ft <br />Top Width: 0.70 ft 1.90 ft <br />Velocity: 2.79 fps <br />X-Section Area: 0.06 sq ft <br />Hydraulic Radius: 0.079 ft <br />Froude Number: 1.66 <br />Structure #7 ( onerodible Channel) <br />D3-3B <br />Triangular Nonerodible Channel Inputs: <br />Filename: MB-3.sc4 Printed 10-17-2008