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SEDCAD 4.0 <br />r .,,,d,.n~ ~°°a oe..,<io i c~n,.,on <br />i Pond 016A• Emergency Spillway - Outslope 33% Slope <br />Material: Riprao <br />Trapezoidal Channel <br />Left Right Freeboard Freeboard Freeboard <br />Sideslope <br />o Sideslope Slope (%) Mult. x <br />Wid h <br />(ft) <br />Ratio Ratio Depth (ft) % of Depth (VxD) <br />25.00 3.0:1 3.0:1 33.0 1.00 <br />PADER Method -Steep Slope Design <br />~J <br /> <br /> w/o Freeboard w/ Freeboard <br />Design Discharge: 153.60 ds <br />Depth: 0.63 ft 1.63 ft <br />Top Width: 28.78 ft 34.78 ft <br />Velocity: 9.07 fps ~ <br />X-Section Area: 16.94 sq ft <br />Hydraulic Radius: 0.585 <br />Froude Number: Z.OB <br />Manning's n: 0.0660 <br />Dmin: 5.00 in <br />D50: 9.00 in <br />Dmax: 12.00 in <br />SEDCAD Utility Run Printed 09-20-2006 <br />1R-56 1°r5F I.5 Revised 09/06 <br />