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SEDCAD 4.0 ~~ ~~ s <br />r..,..~~..e~i°on oamaa.i c.e~mn <br />• Emergency Spillway Outslope <br />Material: Riprap <br />Trapezoidal Channel <br />Left Right Freeboard Freeboard Freeboard <br />Widtho(ft) Sideslope Sideslope Slope (%) Depth (ft) % of Depth Mult. x <br />Ratio Ratio gyp) <br />25.00 3.0:1 3.0:1 11.0 <br />PADER Method -Steep Slope Design <br />• <br />,r~ <br />u <br /> w/o Freeboard w/ Freeboard <br />Design Discharge: 65.00 cfs <br />Dep[h: 0.43 R <br />Top Width: 27.57 ft - <br />Velocity: 5.77 fps <br />X-Section Area: 11.26 sq R <br />Hydraulic Radius: 0.407 <br />Froude Number: ~ 1.59 <br />Manning's n: 0.0470 <br />Dmin: 2.00 in <br />D50: ~ 3.00 in <br />Dmax: 4.50 in <br />SEDCAD Utility Run Printetl 03-02-2004 <br />