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SEDCAD 4.0 <br />r m~.~~n~ ~ °oa o~~.ei~ i c~n,.nn <br />Pond 016: Emergency Spillway - Outslope 33% Slope <br />Material: Riprag <br />Trapezoidal Channel <br /> Freeboard <br />Left <br />Bottom Right Freeboard Freeboard <br />Sideslope <br />Width (ft) Sideslope Slope (%) <br />Depth (ft) % of Depth Mult. x L, <br />Ratio Ratio (VxD) <br />20.00 3.0:1 3.0:1 33.0 1.00 <br />PADER Method -Steep Slope Design <br /> w/o Freeboard w/ Freeboard <br />Design Discharge: 134.20 cfs <br />Depth: 0.67 ft 1.67 ft <br />Top Width: 24.04 ft 30.04 ft I, <br />Velocity: 9.06 fps <br />X-Section Area: 14.81 sq ft <br />Hydraulic Radius: 0.611 <br />Froude Mumber: 2.03 <br />Manning's n: 0.0660 <br />Dmin: 5.00 in <br />D50: 9.00 in <br />Dmax: 12.00 in <br />• <br />• <br />SEDCAD Utility Run Printed 09-20-2006 <br />'IR-56 1°r5F~.4 Revised 09/06 <br />