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SEDCAD 4.0 <br />Cppyngnt 1998 Pamela J Schwab <br />Civil Software Design <br />East Taylor Pond Emergency Spillway :Q=10.0 <br />Material: RIDraD <br />Bottom Left Right <br />Sideslope Sideslope Slope (%) Freeboard Freeboard Freeboard <br />Width (R) <br />Ratio Ra[o Depth (R) % of Depth Mull. x (VxD) <br />20.00 Z.0:1 2.0:1 40.O 1.00 <br />PADER Method -Steep Slope Design <br /> w/o Freeboard w/ Freeboard <br />Depth: 0.12 k 1.12 R <br />Top Width: 20.47 ft 24.47 k <br />Velocity: 4.22 fps <br />X-Section Area: 2.37 sq R <br />Hydraulic Radius: 0.116 <br />Froude Number: 2.18 <br />Manning's n: 0.0530 <br />Dmm: 1.00 in <br />D60: 1.50 m <br />Dmax: 3.00 in <br />• <br />C, <br />J <br />SEDCAD Uuhty Run Panted 09-2a-1996 <br />