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SEDCAD 4 for Windows <br /> !`nn.,rin h4 100A 9n1n D-1� I Q,k--h <br /> 17 <br /> Taylor Ditch 0+00 to 10+00 <br /> Trapezoidal Riprap Channel Inputs: <br /> Material: Riprap <br /> Left Right Freeboard Freeboard Freeboard <br /> Bottom Sideslope Sideslope Slope(%) Mult.x <br /> Width(ft) Ratio Ratio Depth (ft) %of Depth (VxD) <br /> 12.00 3.0:1 3.0:1 6.9 <br /> Riprap Channel Results: <br /> Simons/OSM Method - Steep Slope Design <br /> w/o Freeboard w/ Freeboard <br /> Design Discharge: 34.62 cfs <br /> Depth: 0.33 ft <br /> Top Width: 13.97 ft <br /> Velocity*: <br /> X-Section Area: 4.26 sq ft <br /> Hydraulic Radius: 0.303 ft <br /> Froude Number*: <br /> Manning's n*: <br /> Dmin: 2.00 in <br /> D50: 6.00 in <br /> Dmax: 7.50 in <br /> Velocity and Manning's n calculations may not apply for this method. <br /> Structure #3(Nulls <br /> Null Above East Tay/or Pond <br /> Structure #2 (Ponds <br /> East Tay/or Pond <br /> Pond Inputs: <br /> Initial Pool Elev: 6,944.00 ft <br /> Initial Pool: 2.87 ac-ft <br /> Perforated Riser <br /> Riser Barrel Number of <br /> Riser Height Barrel Barrel Slope Spillway Elev <br /> Diameter (ft) Diameter Length (ft) (%) Manning's n (ft) Holes per <br /> (in) (in) Elev <br /> 18.00 10.00 18.00 122.00 4.00 0.0150 6,952.00 2 <br /> Emergency Spillwax <br /> Filename: East Taylor Pond 25 Yr 24 Hr Post Mine.sc4 Printed 03-24-2021 <br />