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SEDCAD 4 for Windows <br /> 21 <br /> wlo Freeboard wl Freeboard <br /> Depth: 1.07 It 1.57 ft <br /> Top Width: 13.92 ft 20.42 ft <br /> Velocity: 3.25 fps <br /> X-Section Area: 7.45 sq ft <br /> Hydraulic Radius: 0.529 ft <br /> Froude Number: 0.78 <br /> Structure#10 rap Qtianne/J <br /> West perimeter channel loK er <br /> Trapezoidal Riprap Channel Inputs: <br /> Material: Riprao <br /> Left Right Freeboard Freeboard Freeboard <br /> Bottom Sideslope Sideslope Slope(%) Mutt.x <br /> Width(ft) Ratio Ratio Depth(ft) %of Depth <br /> (VxD) <br /> 1.00 2.5:1 2.5:1 2.2' 0.50 <br /> Riprap Channel Results: <br /> PADER Method -Steep Slope Design <br /> w/o Freeboard wl Freeboard <br /> Design Discharge: 58.39 cfs <br /> Depth: 1.78 ft 2.28 ft <br /> Top Width: 9.90 ft 12.40 ft <br /> Velocity: 6.01 fps <br /> X-Section Area: 9.71 sq ft <br /> Hydraulic Radius: 0.917 ft <br /> Froude Number: 1.07 <br /> Mannir4s n: 0.0350 <br /> Dmin: 2.00 in <br /> 050: 3.00 in <br /> Dmax: 4.50 in <br /> Structure#16 tPond) <br /> Upper pond <br /> Pond Inputs: <br /> Initial Pool Elev: 5,515.80 ft <br /> Initial Pool: 10.33 ac ft <br /> Broad-crested Weir <br /> Filename:Combination Pile 2345 100 Year.sc4 Printed 04-14-2022 <br /> Blue Mountain Energy 95 Illustration 62 <br />