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SEDCAD 4 for Windows <br /> 17 <br /> Combined <br /> Elevation Drop Inlet Broad- Total <br /> (ft) (cfs) crested Weir Discharge <br /> (cfs) <br /> 5,508.25 38.052 0.000 38.052 <br /> 5,508.30 38.8D3 0.000 38.803 <br /> 5,508.50 41.684 3.318 45.002 <br /> 5,508.75 45.024 11.190 56.214 <br /> 5,509.00 48.133 21.704 69.837 <br /> Structure#11 Liora2 Channel <br /> North base west 1 <br /> Trapezoidal Riprap Channel Inputs: <br /> Material: Rigrao <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 4.1 0.50 <br /> Riprap Channel Results: <br /> PADER Method -Steep Slope Design <br /> w/o Freeboard wl Freeboard <br /> Design Discharge: 2.08 cfs <br /> Depth: 0.35 ft 0.85 ft <br /> Top Width: 2.76 ft 5.26 ft <br /> Velocity: 3.13 fps <br /> X-Section Area: 0.66 sq ft <br /> Hydraulic Radius: 0.229 ft <br /> Froude Number: 1.13 <br /> Mannings n: 0.0360 <br /> Dmin: 1.00 in <br /> ------------ <br /> D50: 1.50 in <br /> Dmax: 3.00 in <br /> Structure#4(Erodible Channel) <br /> Middle terrace CCW <br /> Triangular Erodible Channel Inputs: <br /> Material: Graded loam to cobbles when noncolloidal <br /> Filename:Combination Pile 2345 25 Year.sc4 Printed 04-14-2022 <br /> Blue Mountain Energy 62 Illustration 62 <br />