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SEDCAD 4.0 <br />r,....,d,.Fr roan o~..,<i~ i c~r.,.,~n <br /> <br />Pond 016A: Emergency Spi(Iway - Outslope 10% Stope <br />Material: Riorao <br />Trapezoidal Channel <br />Bottom Left Right Freeboard Freeboard Freeboard <br /> <br />Width (ft) Sideslope Sideslope Slope (%) Mult. x <br />Depth (ft) /o of Depth <br />~ <br /> Ratio Ratio (VxD) <br />25.00 3.0:1 3.0:1 10.0 1,00 <br />PADER Method -Steep Slope Design <br /> w/o Freeboard w/ Freeboard <br />Design Discharge: 153.60 cfs <br />Depth: 0.79 ft 1.79 ft <br />Top Width: 29.72 ft 35.72 ft <br />Velocity: 7.13 fps <br />:K-Section Area: 21.54 sq ft <br />Hydraulic Radius: 0.718 <br />Froude Number: 1.48 <br />Manning's n: 0.0530 <br />Dmin: 3.00 in <br />D60: 6.00 in <br />Dmax: 9.00 in <br /> <br /> <br />SEDCAD~Utilty Run 1'~-SF 14 Printed 03-206~/~ <br />