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SEDCAD 4 for Windows <br /> w/o Freeboard w/Freeboard <br /> Hydraulic Radius: 0.625 ft <br /> Froude Number: 1.40 <br /> Mannin js n: 0.0370 <br /> Dmin: 2.00 in <br /> D50: 3.00 in <br /> Dmi 4.50 in <br /> Structure#14[R/rp Channel) <br /> North base east 2 <br /> Trapezoidal Riprap Channel Inputs: <br /> Material: Riprap <br /> Left Right Freeboard Freeboard Freeboard <br /> Bottom Sid Ratio <br /> Sideslope Slope(%) Mult.x <br /> Width(ft) Ratio Ratio Depth(ft) %of Depth <br /> (VxD) <br /> 1.00 2.5:1 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: 3.58 cfs <br /> Depth: 0.47 ft 0.97 ft <br /> Top Width: 3.34 ft 5.84 ft <br /> Velocity: 3.51 fps <br /> X-Section Area: 1.02 sq ft <br /> Hydraulic Radius: 0.289 ft <br /> Froude Number: 1.12 <br /> Manning's n: 0.0340 <br /> Dmin: 1.00 In <br /> 050: 1.50 in <br /> Dmax: 3.00 in <br /> Structure#18(Pond) <br /> Lower pond <br /> Pond Inputs: <br /> Initial Pool Elev: 5,492.99 ft <br /> Initial Pool: 9.02 ac-ft <br /> Drol)Inlet <br /> Filename:Combination Pile 2345 100 Year.sc4 Printed 04-14-2022 <br /> Blue Mountain Energy 83 Illustration 62 <br />