Laserfiche WebLink
SEDCAD 4 for Windows <br /> !`nn.,rin h4 1°°A 9n1n D-1� I Q,k--h <br /> 22 <br /> Structure #4(Riprap Channel <br /> Taylor Ditch 0+00 to 10+00 <br /> Trapezoidal Riprap Channel Inputs: <br /> Material: Riprap <br /> Left Right Freeboard Freeboard Freeboard <br /> Bottom Width(ft) Sideslo a Sideslo a Slope <br /> ( Depth (ft) of Depth Mult.x <br /> Ratio Ratio <br /> (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: 5.20 cfs <br /> Depth: 0.09 ft <br /> Top Width: 12.52 ft <br /> Velocity*: <br /> X-Section Area: 1.07 sq ft <br /> Hydraulic Radius: 0.085 ft <br /> Froude Number*: <br /> Manning's n*: <br /> Dmin: 1.00 in <br /> D50: 3.00 in <br /> Dmax: 3.75 in <br /> Velocity and Manning's n calculations may not apply for this method. <br /> Structure #3(Nulls <br /> Null Abo ve East Taylor Pond <br /> Structure #2(Ponds <br /> East Taylor Pond <br /> Pond Inputs: <br /> Initial Pool Elev: 6,944.00 ft <br /> Initial Pool: 2.87 ac-ft <br /> *Sediment Storage: 0.00 ac-ft <br /> Dead Space: 20.00% <br /> *No sediment capacity defined <br /> Perforated Riser <br /> Filename: East Taylor Pond 10 Yr 24 Hr Post Mine.sc4 Printed 07-19-2021 <br />