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SEDCAD 4 for Windows <br /> /`nnvnnM loop_9/N/1 0-1. 1 Z,huroh <br /> 8 <br /> Bottom Left Right Freeboard Freeboard Freeboard <br /> Sideslope Sideslope Slope(%) <br /> Width(ft) Ratio Ratio Depth (ft) %of Depth Mult.x(VxD) <br /> 10.00 3.0:1 3.0:1 2.0 1.00 <br /> Riprap Channel Results: <br /> Simons/OSM Method - Steep Slope Design <br /> w/o Freeboard w/Freeboard <br /> Design Discharge: 133.18 cfs <br /> Depth: 0.92 ft 1.92 ft <br /> Top Width: 15.52 ft 21.52 ft <br /> Velocity*: <br /> X-Section Area: 11.73 sq ft <br /> Hydraulic Radius: 0.742 ft <br /> Froude Number*: <br /> Manning's n*: <br /> Dmin: 4.00 in <br /> D50: 12.00 in <br /> Dmax: 15.00 in <br /> Velocity and Manning's n calculations may not apply for this method. <br /> Structure 7t2 (Nulls <br /> W52-North Central Upper Drainage <br /> Structure #1 (Nul1� <br /> WSI South Central Upper Drainage <br /> Structure #3(Riprap Chann <br /> WS3-Upper North Ditch <br /> Trapezoidal Riprap Channel Inputs: <br /> Material: Riprap <br /> Bottom Left Right Freeboard Freeboard Freeboard <br /> Width(ft) Sideslope Sideslope Slope(%) Depth <br /> Ratio Ratio (ft) %of Depth Mult.x(VxD) <br /> 10.00 2.3:1 3.0:1 30.0 1.00 <br /> Riprap Channel Results: <br /> Simons/OSM Method - Steep Slope Design <br /> w/o Freeboard w/Freeboard <br /> Design Discharge: 100.76 cfs <br /> Depth: 0.37 ft 1.37 ft <br /> Top Width: 11.92 ft 17.17 ft <br /> Filename:PikeviewReclamation 100-24-Structures 25feb2020.sc4 Printed 02-25-2020 <br />