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SEDCAD 41for Windows <br /> C�alinetl <br /> 13aoad- Total <br /> Elevation <br /> (ft) crested Weir Discharge <br /> WS) <br /> (cfs) <br /> 5,529.00 O.ODO 0.000 <br /> 5,529.50 0.000 O.Ow <br /> 5,530.00 O.ODO 0.000 <br /> 5,530.50 O.ODD O.ODO <br /> 5,531.00 0,000 O.ODO <br /> 5,531.50 0.000 O.000 <br /> 5,53ZOO 0.000 O.ODO <br /> 5,53150 1.091 1.091 <br /> 5,533.00 -- 3.087 —— 3M7 <br /> 5,533.50 5.671 5.671 <br /> 5,534.00 8.731 8.731 <br /> Structure#Z(Riprap Channell <br /> Trapezoidal Riprap Channel Inputs: <br /> Material: Riprap <br /> Bottom Left Pigh Freeborard freeboard Freeboard <br /> Width(ft) Ratio Ratio <br /> S Rrdeslo Slope(%) Depth(ft) °lo of Depth Mutt.z <br /> (VxD) <br /> 1.00 2.0:1 2.0:1 8.2 1.00 <br /> Riprap Channel Results: <br /> Simons/OSM Method - Mild Slope Design <br /> w/o Freeboard w/Freeboard <br /> Design Discharge: 0.40 cfs <br /> Depth: 0.19 ft L 19 ft <br /> Top Width: 1.76 ft 5.76 ft <br /> -------- Velocity:� 1.55 fps ---- <br /> X-Section Area: 0.26 sq ft <br /> Hydraulic Radius: 0.141 ft <br /> Froude Number: 0.71 <br /> Mannir4s n: 0.0346 <br /> Dmin: 2.00 in <br /> D50: 6.00 in <br /> Dmax: 9.00 in — <br /> Structure#3(Vegetated Channel) <br /> Trapezoidal Vegetated Channel Inputs: <br /> Material: Bermuda orass <br /> F-denmrie:Pond 10 Year.sc4 Printed 12-20-2021 <br /> Blue Mountain Energy 38 Illustration 61 <br />