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SEDCAD 4.0 <br />Pond 10: Emergency Spillway Outslope - 6% Slope <br />Material: Riprap <br />Trapezoidal Channel <br />i Left <br />Bottom Right Freeboard Freeboard Freeboard <br />Sideslope <br />Width (ft) R <br />ti Sideslope <br />R <br />ti Slope (%) <br />Depth (ft) % of Depth Mult. x <br />a <br />o a <br />o (VxD) <br />8.70 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: B.s0 cts <br />Depth: 0.25 ft 1.25 ft <br />Top Width: 10.22 ft 16.22 ft <br />Velocity: 3.54 fps <br />X-Section Area: 2.40 sq ft <br />Hydraulic Radius: 0.233 <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 />SEDCAD Utility Run Printed 08-15-2007 <br />TR-35 13-3A-D.2 Revised 08/07 <br />