Laserfiche WebLink
Structure #5 (Null) <br /> Null At Confluence of Taylor/East Taylor Null at Confluence Taylor/East Taylor <br />Structure #4 (Riprap Channel) <br /> Taylor Ditch 0+00 to 10+00 <br /> Trapezoidal Riprap Channel Inputs: <br />Material: Riprap <br />Bottom <br />Width (ft) <br />Left <br />Sideslope <br />Ratio <br />Right <br />Sideslope <br />Ratio <br />Slope (%)Freeboard <br />Depth (ft) <br />Freeboard <br />% of Depth <br />Freeboard <br />Mult. x <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: 16.29 cfs <br />Depth: 0.18 ft <br />Top Width: 13.10 ft <br />Velocity*: <br />X-Section Area: 2.30 sq ft <br />Hydraulic Radius: 0.175 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 (Null) <br /> Null Above East Taylor Pond <br />Structure #2 (Pond) <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 />Filename: East Taylor Pond 10 Yr 24 Hr Post Mine.sc4 Printed 11-08-2021 <br />SEDCAD 4 for Windows <br />Copyright 1998 -2010 Pamela J. Schwab <br />Civil Software Design, LLC 22