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SEDCAD 4 for Windows <br />IOOQ onln o.,. -Iv i Q,k.... k <br />Stability Stability <br />Capacity Capacity <br />Class D w/o Class D w/ <br />Class B w/o Class B w/ <br />Freeboard Freeboard <br />Freeboard Freeboard <br />Froude Number: 0.79 <br />0.31 <br />Roughness Coefficient: 0.0612 <br />0.1725 <br />Structure #9 (Null <br />Structure #8 (Vegetated Channel <br />D1 Upper Ditch <br />Trapezoidal Vegetated Channel Inputs: <br />Material: Smooth brome <br />Left Right <br />Bottom R nce <br />Freeboard Freeboard Freeboard <br />Limiting <br />Sideslope Sideslope Slope (%) Classes <br />Width (ft) Ratio Ratio Class <br />Mult. x <br />Depth (ft) % of Depth <br />Velocity <br />(fps) <br />Depth: <br />(VxD) <br />0.71 ft <br />12.00 2.0:1 2.0:1 5.0 D, B <br />13.61 ft <br />7.0 <br />Vegetated Channel Results: <br />Structure #7 (Null <br />Structure #6 (Pond <br />Sidehill Pond <br />Pond Inputs: <br />Initial Pool Elev: <br />Stability Stability <br />Class D w/o Class D w/ <br />Freeboard Freeboard <br />Capacity Capacity <br />Class B w/o Class B w/ <br />Freeboard Freeboard <br />Design Discharge: <br />15.92 cfs <br />15.92 cfs <br />Depth: <br />0.40 ft <br />0.71 ft <br />Top Width: <br />13.61 ft <br />14.86 ft <br />Velocity: <br />3.09 fps <br />1.66 fps <br />X -Section Area: <br />5.15 sq ft <br />9.59 sq ft <br />Hydraulic Radius: <br />0.373 ft <br />0.631 ft <br />Froude Number: <br />0.89 <br />0.36 <br />Roughness Coefficient: <br />0.0558 <br />0.1475 <br />Structure #7 (Null <br />Structure #6 (Pond <br />Sidehill Pond <br />Pond Inputs: <br />Initial Pool Elev: <br />7,167.00 ft <br />Initial Pool: <br />4.02 ac -ft <br />*Sediment Storage: <br />0.00 ac -ft <br />Dead Space: <br />20.00% <br />*No sediment capacity defined <br />13 <br />Filename Rev3 PR04 Westside EOM 1024 sed.sc4 Printed 02-13-2016 <br />Exh. 7-23I-21 Revision Date: 2/15/2016 <br />Revision No.: PR -04 <br />