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SEDCAD 4 for Windows <br /> 17 <br /> Combined <br /> Elevation Drop Inlet Broad- Total <br /> (ft) (cfs) crested Ccfs)Weir Discharge <br /> (cfs) <br /> 5,508.25 38.052 0.000 38.052 <br /> 5,508.30 38.803 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 N1 rav Channe/J <br /> North base west 1 <br /> Trapezoidal Riprap Channel Inputs: <br /> Material: Riprao <br /> Left Right Freeboard Freeboard Freeboard <br /> Bottom SidesloPe SidesloPe Slope Mult.x <br /> Width(ft) Ratio Ratio Depth(ft) %of Depth (V ) <br /> xD <br /> 1.00 2.5t1 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; 2.93 cis <br /> Depth: 0.41 ft 0.91 ft <br /> Top Width: 3.06 ft 5.56 ft <br /> Velocity: 3.51 fps <br /> X-Section Area: 0.84 sq ft <br /> Hydraulic Radius: 0.260 ft <br /> Froude Number: 1.18 <br /> Mannincys n: 0.0350 <br /> Dmin: 1.00 in <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 100 Year.sc4 Printed 04-14-2022 <br /> Blue Mountain Energy 91 Illustration 62 <br />