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SEDCAD 4 for Windows <br />r.....M,.m moo o~,..vi~ i c~e..,~n <br />5 <br />• <br />Structure Detai/; <br />Structure #i (Erodible Channel1 <br />V-Road Ditch <br />Triangular Erodible Channel Inputs: <br />Material: Stiff clay verKcolloidal <br />Left Right Freeboard Freeboard Freeboard Limiting <br />Sideslope Sideslope Slope (%) Manning's n Mult <br />x Velocity <br />Ratio Ratio . <br />Depth (ft) % of Depth (VxD) (fps) <br />1.0:1 1.0:1 ~ 4.0 0.0250 0.30 5.0 <br />Erodible Channel Results: <br />• <br /> w/o Freeboard w/ Freeboard <br />Design Discharge: 2.89 ffs <br />Depth: 0.76 ft 1.06 ft <br />Top Width: 1.52 ft 2.12 ft <br />Velocity: 4.97 fps <br />X-Section Area: 0.58 sq ft <br />Hydraulic Radius: 0.270 <br />Froude Number: 1.42 <br />Structure #2 (Riprap Channel1 <br />Riprap to Coa/Canyon <br />Trapezoidal Riprap Channel Inputs: <br />Material: Riprao <br />Bottom Left Right Freeboard Freeboard Freeboard <br />Sideslope <br />Width (R)} Sideslope Slope (%) <br />Depth (ft) °7° of Depth Mull. x <br />Ratio Ratio (VxD) <br />3.00 1.5:1 1.5:1 50.0 1.00 <br />Riprap Channel Results: <br />Simons/OSM Method -Steep Slope Design <br />• <br /> w/o Freeboard w/ Freeboard <br />Design Discharge: 2.89 cfs <br />Depth: 0.05 ft 1.05 R <br />Tap Width: 3.15 R 6.15 ft <br />Filename: PCC-NOHaulRoad.sc4 <br />14-6 -115 <br />Printed 09-25-2002 <br />New 9/02 <br />