Laserfiche WebLink
SEDCAD 4 for Windows <br /> !`nn.,rin h4 100A 9n1n D-1� I Q,k--h <br /> 23 <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 26.0 3.95 <br /> Riprap Channel Results: <br /> Simons/OSM Method - Steep Slope Design <br /> w/o Freeboard w/ Freeboard <br /> Design Discharge: 9.30 cfs <br /> Depth: 0.05 ft 4.00 ft <br /> Top Width: 12.29 ft 35.99 ft <br /> Velocity*: <br /> X-Section Area: 0.58 sq ft <br /> Hydraulic Radius: 0.047 ft <br /> Froude 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(Nulls <br /> Null Above West Tay/or Pond <br /> Structure #2 (Ponds <br /> West Tay/or Pond <br /> Pond Inputs: <br /> Initial Pool Elev: 7,468.00 ft <br /> Initial Pool: 1.77 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 10.50 18.00 150.00 2.00 0.0150 7,471.00 2 <br /> Emergency Spillwax <br /> Spillway Elev Crest Length Left Right Bottom <br /> (ft) Sideslope Sideslope Width (ft) <br /> 7,475.00 30.00 2.00:1 2.00:1 30.00 <br /> Filename:West Taylor Pond 25 YR-24 HR.sc4 Printed 01-05-2021 <br />