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SEDCAD 4 for Windows <br />Copynght 1998 Pamela J. Schwab <br />Civil SoMvare Design <br />w/o Freeboard w/ Freeboard <br />Hydraulic Radius: 0.478 <br />Fronde Number: 1.39 <br />Structure #6 (Check Dam1 <br />Check Dam Inputs: <br />Height (ft) Porosity (%) Slope (%) Manning's n sideslopes <br />(Z:1) <br />2.6 40.00 19.00 0.0500 3.0 <br />Check Dam Results: <br />Trap Efficiency: 2.07 <br />Structure #8 (Ri~ao Channel <br />Triangular Riprap Channel Inputs: <br />Material: Riprap <br />Left Right Freeboard Freeboard Freeboard <br />Sideslope Sideslope Slope (%) Mult. x <br />Ratio Ratio Depth (ft) % of Depth (VxD) <br />2.0:1 2.0:1 18.9 <br />Riprap Channel Results: <br />PADER Method -Steep Slope Design <br /> w/o Freeboard w/ Freeboard <br />Design Discharge: 11.82 cfs <br />Depth: 0.92 R <br />Tap Width: 3.67 ft <br />Velocity: 7.01 fps <br />X-Section Area: 1.68 sq ft <br />Hydraulic Radius: 0.410 <br />Fronde Number: 1.82 <br />Manning's n: 0.0510 <br />Dmin: 3.00 in <br />DSO: 6.00 in <br />Dmax: 9.00 in <br />Structure .`Z (Erodible Channel <br />~~ <br />Filename: 1646A P2-10-24.scA Printed 01-19-2001 <br />