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SEDCAD 4 for Windows <br /> 25 <br /> w/o Freeboard w/Freeboard <br /> Depth; 0.82 ft 1.82 ft <br /> Top Width: 12.57 ft^� 20.57 ft <br /> Velocity: 3.52 fps <br /> X-Section Area: 7.63 sq ft <br /> Hydraulic Radius: 0.597 ft <br /> Froude Number: 0.90 <br /> Structure#18(Riprap Channel) <br /> Diversion channel middle segment <br /> Trapezoidal Riprap Channel Inputs: <br /> Material: Ripra� <br /> Bottom Left Right Freeboard Freeboard Freeboard <br /> Width(ft) Sideslope S deslope Slope o Mult,x <br /> Ratio Ratio Depth(ft) k of Depth (VxD) <br /> 8.00 4.0:1 4.0:1 13.0 1.00 <br /> Riprap Channel Results: <br /> Simons/OSM Method -Steep Slope Design <br /> w10 Freeboard w/Freeboard <br /> Design Discharge: 26.95 cfs <br /> Depth: 0.29 ft 1.29 ft <br /> Top Width: 10.31 ft 18.31 ft <br /> Velocity*: <br /> X-Section Area: 2.64 sq ft <br /> Hydraulic Radius: 0.254 ft <br /> Froude Number*: <br /> Manning's n*: <br /> Dmin: 3.00 in <br /> 050: 9.00 in <br /> Dmax: 11.25 in <br /> Velocity and Manning's n calculations may not apply for this method. <br /> Structure#17(Rigrao Channel) <br /> Diversion channel into pond from north <br /> Trapezoidal Riprap Channel Inputs: <br /> Material: Ri r�ao <br /> Filename:10 Year RPA Hyrdology and Sedimentology.sc4 Printed 09-15-2020 <br /> Blue Mountain Energy 27 Illustration 60 Addendum 1 <br />