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SEDCAD 4 for Windows <br /> r,--hr 100P Ar)10 D-1c I Crhv.loh <br /> 6 <br /> Structure Detail; <br /> Structure #8(Erodible Channel <br /> W58-Terrace <br /> Triangular Erodible Channel Inputs: <br /> Material: Graded loam to cobbles when noncolloidal <br /> Left Right Freeboard Freeboard Freeboard Limiting <br /> Sideslope Sideslope Slope(%) Manning's n Velocity <br /> Ratio Ratio Depth(ft) %of Depth Mult.x(VxD) (fps) <br /> 2.3:1 10.0:1 2.0 0.0300 1.00 5.0 <br /> Erodible Channel Results: <br /> w/o Freeboard w/Freeboard <br /> Design Discharge: 13.52 cfs <br /> Depth: 0.77 ft 1.77 ft <br /> Top Width: 9.47 ft 21.72 ft <br /> Velocity: 3.69 fps <br /> X-Section Area: 3.66 sq ft <br /> Hydraulic Radius: 0.381 ft <br /> Froude Number: 1.05 <br /> Structure #6 <br /> W56-5outh Upper Drainage <br /> Structure #7(&Prap Channel <br /> WS7--Upper South 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 3.0:1 3.0:1 33.0 1.00 <br /> Riprap Channel Results: <br /> Simons/OSM Method - Steep Slope Design <br /> w/o Freeboard w/Freeboard <br /> Design Discharge: 105.41 cfs <br /> Depth: 0.34 ft 1.34 ft <br /> Top Width: 12.06 ft 18.06 ft <br /> Filename:PikeviewReclamation 100-24-Structures 25feb2020 sc4 Printed 02-25-2020 <br />