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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: 34.07 cfs <br />Depth: 0.32 ft <br />Top Width: 13.94 ft <br />Velocity*: <br />X-Section Area: 4.20 sq ft <br />Hydraulic Radius: 0.299 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 (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 />Perforated Riser <br />Riser <br />Diameter <br />(in) <br />Riser Height <br />(ft) <br />Barrel <br />Diameter <br />(in) <br />Barrel <br />Length (ft) <br />Barrel Slope <br />(%)Manning's n Spillway Elev <br />(ft) <br />Number of <br />Holes per <br />Elev <br />18.00 10.00 18.00 122.00 4.00 0.0150 6,952.00 2 <br />Emergency Spillway <br />Filename: East Taylor Pond 25 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 17