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• <br />SEDCAD 4 for Windows <br />r.- ,,inhi coast -9n+n P --- i. i Crh,.,.h <br />Elevation <br />(ft) <br />Emergency <br />Spillway (cfs) <br />Combined <br />Total <br />Discharge <br />(cfs) <br />96.00 <br />0.000 <br />0.000 <br />96.50 <br />0.000 <br />0.000 <br />97.00 <br />0.000 <br />0.000 <br />97.50 <br />0.000 <br />0.000 <br />98.00 <br />0.000 <br />0.000 <br />98.50 <br />0.000 <br />0.000 <br />99.00 <br />0.000 <br />0.000 <br />99.50 <br />0.000 <br />0.000 <br />100.00 <br />0.000 <br />0.000 <br />100.50 <br />3.625 <br />3.625 <br />101.00 <br />48.400 <br />48.400 <br />101.50 <br />99.605 <br />99.605 <br />102.00 <br />167.398 <br />167.398 <br />102.50 <br />249.224 <br />249.224 <br />103.00 <br />344.812 <br />344.812 <br />Structure #12 6R1 :rap Channel) <br />middle main stem Taylor Trib <br />Trapezoidal Riprap Channel Inputs: <br />Material: Riprap <br />Left Right <br />°(ft) <br />Freeboard Freeboard Freeboard <br />Sideslope Sideslope Slope ( %) <br />Width <br />Depth (ft) % of Depth Mult. x <br />Ratio Ratio <br />(VxD) <br />12.00 3.0:1 3.0:1 7.0 <br />1.00 <br />Riprap Channel Results: <br />Simons /OSM Method - Steep Slope Design <br />14 <br />Filename: taylor trib ditchl0024.sc4 Printed 12 -12 -2010 <br />Exh. 7- 14C -19 Revision Date: 12/31/10 <br />Revision No.: TR -81 <br />w/o Freeboard w/ Freeboard <br />Design Discharge: <br />150.04 cfs <br />Depth: <br />0.95 ft 1.95 ft <br />Top Width: <br />17.68 ft 23.68 ft <br />Velocity*: <br />X- Section Area: <br />14.04 sq ft <br />Hydraulic Radius: <br />0.781 ft <br />Froude Number *: <br />Manning's n *: <br />Dmin: <br />4.00 in <br />14 <br />Filename: taylor trib ditchl0024.sc4 Printed 12 -12 -2010 <br />Exh. 7- 14C -19 Revision Date: 12/31/10 <br />Revision No.: TR -81 <br />