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•1- 0 <br />Elevation <br />(ft) <br />Emergency <br />Spillway (cfs) <br />Combined <br />Total <br />Discharge <br />(cfs) <br />7,559.00 <br />0.000 <br />0.000 <br />7,559.50 <br />0.000 <br />0.000 <br />7,560.00 <br />0.000 <br />0.000 <br />7,560.50 <br />0.000 <br />0.000 <br />7,561.00 <br />0.000 <br />0.000 <br />7,561.50 <br />0.000 <br />0.000 <br />7,562.00 <br />0.000 <br />0.000 <br />7,562.50 <br />0.000 <br />0.000 <br />7,563.00 <br />0.000 <br />0.000 <br />7,563.50 <br />0.000 <br />0.000 <br />7,564.00 <br />0.000 <br />0.000 <br />7,564.50 <br />0.000 <br />0.000 <br />7,565.00 <br />0.000 <br />0.000 <br />7,565.50 <br />3.625 <br />3.625 <br />7,566.00 <br />48.400 <br />48.400 <br />7,566.50 <br />99.605 <br />99.605 <br />7,567.00 <br />167.398 <br />167.398 <br />Structure #30 (Vegetated Channel) <br />Reach 2 Channel Tank PD2 to PD1 <br />Trapezoidal Vegetated Channel Inputs: <br />Material: Smooth brome <br />Left Right <br />Bottom 9 Retardance <br />Freeboard <br />Freeboard Freeboard <br />Limiting <br />g <br />Width (ft) Sideslope Sideslope Slope ( %) Classes <br />Ratio Ratio <br />o Mult. x <br />Depth (ft) /o of Depth <br />Velocity <br />(fps) <br />4.08 cfs <br />(VxD) <br />4.08 cfs <br />12.00 2.0:1 2.0:1 14.6 D, B <br />1.00 <br />5.0 <br />Vegetated Channel Results: <br />Filename: Prospect 1024 w rev L and K 032613.sc4 Printed 03 -26 -2013 <br />Exh. 7- 14R -13 Revision Date: 3/27/2013 <br />Revision No.: TR -97 <br />Stability <br />Class D w/o <br />Freeboard <br />Stability <br />Class D w/ <br />Freeboard <br />Capacity <br />Class B w/o <br />Freeboard <br />Capacity <br />Class B w/ <br />Freeboard <br />Design Discharge: <br />4.08 cfs <br />4.08 cfs <br />Depth: <br />0.16 ft <br />1.16 ft <br />0.34 ft <br />1.34 ft <br />Top Width: <br />12.66 ft <br />16.66 ft <br />13.37 ft <br />17.37 ft <br />Velocity: <br />2.02 fps <br />0.94 fps <br />X- Section Area: <br />2.02 sq ft <br />4.35 sq ft <br />Hydraulic Radius: <br />0.159 ft <br />0.322 ft <br />Froude Number: <br />0.89 <br />0.29 <br />Roughness Coefficient: <br />0.0826 <br />0.2842 <br />Filename: Prospect 1024 w rev L and K 032613.sc4 Printed 03 -26 -2013 <br />Exh. 7- 14R -13 Revision Date: 3/27/2013 <br />Revision No.: TR -97 <br />