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SEDCAD 44.0 <br />r,....,d..m ~o°a o~...vio i e~e,.,~e <br />• Emer enc Spillway Outslope <br />Material: Riorao <br />Trapezoidal Channel <br />Bottom Left Right Freeboard Freeboard Freetxrard <br />Width (ft) Sideslope Sideslope Slope (°h) Depth (ft) % of Depth Mult. x <br />Ratio Ratio (VxD) <br />25.00 3.0:1 3.0:1 33.0 <br />PADER Method -Steep Slope Design <br />• <br />L J <br /> w/o Freeboard w/ Freeboard <br />Design Discharge: 65.00 efs <br />Depth: 0.38 ft <br />Top Width: 27.29 ft <br />Velocity: 6.51 fps <br />X-Section Area: 9.98 sq ft <br />Hydraulic Radius: 0.364 <br />Froude Number: 1.90 <br />Manning's n: 0.0670 <br />Dmin: 3.00 in <br />D50: 6.00 in <br />Dmax: 9.00 in <br />SEDCAD Utility Run Printed 03-02-2004 <br />