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SEDCAD 4 for Windows <br /> 9 <br /> w/o Freeboard w/Freeboard <br /> Hydraulic Radius: 0.546 ft <br /> Froude Number: 1.33 <br /> Manning's n: 0.0380 <br /> Dmin: 2.00 in <br /> D50: 3.00in <br /> Dmax: 4.50 In <br /> Structure#14 6Ul rap Channel) <br /> North base east 2 <br /> Trapezoidal Riprap Channel Inputs: <br /> Material: Riprap <br /> Bottom Left Right Freeboard Freeboard Freeboard <br /> S <br /> Width(ft) Ratio S Ratio Slope(%) Depth(ft) %of Depth (Vx x <br /> (VxD) <br /> 1.00 2.5A 2.5:1 3.4 0.50 <br /> Riprap Channel Results: <br /> PADER Method -Steep Slope Design <br /> w/o Freeboard w/Freeboard <br /> Design Discharge: 2.54 cfs <br /> Depth: 0.40 ft 0.90 ft <br /> Top Width: 3.01 ft 5.51 ft <br /> Velocity: 3.14 fps <br /> x-Section Area: 0.81 sq ft <br /> Hydraulic Radius: 0.255 ft <br /> Froude Number: 1.07 <br /> Mannirrgs n: 0.0350 <br /> Dmin: 1.00 in <br /> D50: 1.50 in <br /> Dmax: 3.00 in <br /> Structure 018(Pond) <br /> Lower pond <br /> Pond Inputs: <br /> Initial Pool Elev: 5,492.99 ft <br /> Initial Pool: 9.02 ac-ft <br /> Drop Inlet <br /> Filename:Combination Pile 2345 25 Yeacsc4 Pnnted 04-14-2022 <br /> Blue Mountain Energy 54 Illustration 62 <br />