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SEDCAD 4 for Windows <br /> 13 <br /> Bottom left Right Freeboard Freeboard Freeboard <br /> ft Sideslope Sideslope Slope(%) Mult.x <br /> Width <br /> O Ratio Ratio Depth(ft) %of Depth (VxD) <br /> 1.00 2.5:1 2.5:1 5.7 0.50 <br /> Riprap Channel Results: <br /> PADER Method -Steep Slope Design <br /> w/o Freeboard wl Freeboard <br /> Design Discharge: 1.20 cfs <br /> Depth: 0.26 ft 0.76 ft <br /> Top Width: 2.28 ft 4.78 ft <br /> Velocity: 2.87 fps <br /> X-Section Area: 0.42 sq It <br /> Hydraulic Radius: 0.176 ft <br /> Froude Number: 1.18 <br /> Mannir4s n: 0.0390 <br /> Dmin: 1.00 in <br /> D50: 1.50 in <br /> Dmax: 3.00 in <br /> Structure#12(Riprap Channe/1 <br /> North base east 1 <br /> Trapezoidal Riprap Channel Inputs: <br /> Material. Riprao <br /> Bottom Left Right Freeboard Freeboard Freeboard <br /> Width(ft) Sideslope Sideslope Slope(%) Mult.x <br /> Ratio Ratio Depth(ft) %of Depth (VxD) <br /> 1.00 2.5:1 2.5:1 5.0 0.50 <br /> Riprap Channel Results: <br /> PADER Method -Steep Slope Design <br /> w/o Freeboard wl Freeboard <br /> Design Discharge: 2.23 cfs <br /> Depth: 0.35 ft 0.95 ft <br /> Top Width: 2.74 ft 5.24 It <br /> Velocity: 3.42 fps <br /> X-Section Area: 0.65 sq ft <br /> Hydraulic Radius: 0.226 ft <br /> Froude Number: 1.24 <br /> Manning's n: 0.0360 <br /> Dmin: 1.00 in <br /> Filename:Combination Pile 2345 25 Year.sc4 Printed 04-14-2022 <br /> Blue Mountain Energy 58 Illustration 62 <br />