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SEDCAD 4 for Windows <br /> r.o.;nnr iooa?mn vama,1 Ghuah <br /> 23 <br /> Combined <br /> Elevation Drop Inlet Broad- Total <br /> (ft) (cfs) crested Weir Discharge <br /> (cfs) <br /> 5,505.50 0.000 0.000 0.000 <br /> 5,505.75 0.000 0.0DO 0.000 <br /> 5,506.00 O.ODO 0.000 0.000 <br /> 5,506.25 0.000 0.000 0.000 <br /> 5,506.50 0.000 0.000 0.000 <br /> 5,506.75 0.000 0.000 0.000 <br /> 5,507.00 0.000 0.000 0.000 <br /> 5,507.25 3.652 0.000 3.652 <br /> 5,507.50 10.330 0.000 10.330 <br /> 5,507.75 18.977 0.000 18.977 <br /> 5,508.00 29.217 0.000 29.217 <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 (Riprap Channel) <br /> North base west 1 <br /> Trapezoidal Riprap Channel Inputs: <br /> Material: Riprap <br /> Left Right Freeboard Freeboard Freeboard <br /> Bottom Sideslo a sideslo sloe % <br /> Width(ft) p p ( ) Depth ft %of Depth (Vx x <br /> Ratio Ratio p ( ) � (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 w/Freeboard <br /> Design Discharge: 1.58 cfs <br /> Depth: 0.31 ft 0.81 ft <br /> Top Width: 2.56 ft 5.06 ft <br /> Velocity: 2.85 fps <br /> X-Section Area: 0.55 sq ft <br /> Hydraulic Radius: 0.207 ft <br /> Froude Number: 1.08 <br /> Manning" n: 0.0370 <br /> Dmin: 1.00 in <br /> Filename:Combination Pile 2345 10 Year.sc4 Printed 04-14-2022 <br /> Blue Mountain Energy 32 Illustration 62 <br />