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SEDCAD 4.0 <br />c,.~„~„F~ m°n o~mei~ i c.n..,~e <br />Pond 10: Emergency Spillway Outslope - 6% Slope <br />Material: Riprao <br />Trapezoidal Channel <br /> Freeboard <br />Left Right <br />Bottom Freeboard Freeboard <br />Sideslope Sideslope Slope (%) <br />Width (ft) Mult. x <br />Depth (R) % of Depth <br />Ratio Ratio (yxD) <br />8.00 3.0:1 3.0:1 6.0 1.00 <br />PADER Method -Steep Slope Design <br /> w/o Freeboard w/ Freeboard <br />Design Discharge: 8.16 cfs <br />Depth: 0.26 ft 1.26 R <br />Top Width: 9.56 R 15.56 ft <br />Velocity: 3.58 fps <br />X-Section Area: 2.28 sq ft <br />Hydraulic Radius: 0.236 <br />Froude Number: 1.29 <br />Manning's n: 0.0390 <br />Dmin: 1.00 in <br />D60: 1.50 in <br />Dmax: 3.00 in <br /> <br /> <br /> <br />SEDCAD Utility Run Printed 11-16-2006 <br />TR-30 13-3A-D.2 Revised 11/06 <br />