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SEDCAD 4 for Windows <br /> 8 <br /> w/o Freeboard w/Freeboard <br /> Froude Number: 0.92 <br /> Structure#7(Erodible Channel) <br /> Low terrace CW <br /> Trapezoidal Erodible Channel Inputs: <br /> Material: Graded loam to cobbles when noncolloidal <br /> Bottom Left Right Freeboard Freeboard Freeboard Limiting <br /> Width ft Side5lope Sideslope Slope(%) Mannincys n Mult.x Velocity <br /> ( ) Ratio Ratio Depth(ft) %of Depth (VxD) (fps) <br /> 0.00 10.0:1 3.0:1 1.0 0.0300 0.50 3.8 <br /> Erodible Channel Results: <br /> w/o Freeboard w/Freeboard <br /> Design Discharge: 4.21 cfs <br /> Depth: 0.56 ft 1.06 It <br /> Top Width: 7.22 ft 13.72 ft <br /> Velocity: 2.10 fps <br /> X-Section Area: 2.01 sq ft <br /> Hydraulic Radius: 0.275 ft <br /> Froude Number: 0.70 <br /> Structure#15 631 rap Channe%� <br /> East perimeter channel <br /> Trapezoidal Riprap Channel Inputs: <br /> Material: Riprap <br /> Bottom Left Right Freeboard freeboard Freeboard <br /> Sidesbpe Sideslope Slope(%) Mult.x <br /> Width(ft) Ratio Ratio Depth(ft) %of Depth (VxD) <br /> 1.00 2.5:1 2.5:1 4.8 0.50 <br /> Riprap Channel Results: <br /> PADER Method-Steep Slope Design <br /> w/o Freeboard w/Freeboard <br /> Design Discharge: 20.00 cfs <br /> Depth: 1.00 ft 1.50 ft <br /> Top Width: 5.98 ft 8.48 ft <br /> Velocity: 5.76 fps <br /> X-Section Area: 3.47 sq ft <br /> Filename:Combination Pile 2345 25 Year.sc4 Printed 0-14-2022 <br /> Blue Mountain Energy 53 Illustration 62 <br />