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SEDCAD 4.0 <br />Copyright 1999 Pamela J Schwab <br />Civil Software Design <br />~~ <br />Pond 7-3 <br />Material: Riprap <br />Trapezoidal Channel <br /> <br />Bottom Lek Right Freeboard Freeboard Freeboard <br /> <br />Width (k) Sideslope Sideslope Slope (%) <br />Depth (k) % of Depth Mult. x <br /> Ratio Ratio (VxD) <br />18.00 3.0:1 3.0:1 40.0 0.30 <br />PADER Method -Steep Slope Design <br />r 1 <br />U <br /> w/o Freeboard w/ Freeboard <br />Design Discharge: 48.80 cfs <br />Depth: 0.39 ft 0.69 k <br />Top Width: 20.34 ft 22.14 ft <br />Velocity: 6.51 fps <br />X-Section Area: 7.49 sq ft <br />Hydraulic Radius: 0.366 <br />Froude Number: 1.89 <br />Manning's n: 0.0740 <br />Dmin: 3.00 in <br />D60: 6.00 in <br />Dmax: 9.00 in <br />• <br />Stye <br />SEDCAD Utility Run Printed 07-31-2001 <br />