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SEDCAD 4 for Windows <br /> 6 <br /> Combined <br /> Efevatmn Broad- Total <br /> (ft) crested Weir(crs) Discharge <br /> (cfs) <br /> 5,529.00 0.000 0.000 <br /> 5,529.50 0.000 0.000 <br /> 5,530.00 0-000 0.000 <br /> 5,530.50 0.000 0.000 <br /> 5,531.00 0.000 0.000 <br /> 5,531.50 0.000 0.000 <br /> ~ 5,532.00 0.000 0.000 <br /> 5,532.50 3.274 32274 <br /> 5,533,00 9.261 9.261 <br /> 5,,533.50 17.014 17.014 <br /> 5,534.00 26.194 26.194 <br /> Structure#2(Riotap Channel) <br /> Trapezoidal Riprap Channel Inputs: <br /> Material: Riprap <br /> Bottom Left Right Freeboard Freeboard Freeboard <br /> Stdestope Sideslope Slope(%) <br /> Width(ft) Ratio Ratio Depth(ft) %of Depth Mutt.x <br /> (Vx0) <br /> 1.00 2.0:1 2.0:1 8.2 1.00 <br /> Riprap Channel Results: <br /> Simons/OSM Method -Steep Slope Design <br /> w/o Freeboard w/Freeboard <br /> Design Discharge: 2.04 cf <br /> Depth: 0.21 ft 1.21 ft <br /> Top Wldtfi: 1.36 It 5.86 ft <br /> Velocity"`. <br /> X Section Area: 0.31 sq It <br /> Hydraulic Radius: 0.156 ft <br /> Roude Number'": <br /> Manning's n": <br /> Dmin: 3.00 in <br /> D50 9.00 in <br /> Dmax: 11.25 in <br /> Velocity and Manning's n calculations may not apply for this method. <br /> Structure#3(Vegetated Channel <br /> Filename:Pond 100 Year sc4 Printed 12-20-2021 <br /> Blue Mountain Energy 46 Illustration 61 <br />