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SEDCAD 4 for Windows <br /> Cnnvnnhf 1Q0A..9R1f1 Pamela I Crh\nlah <br /> 11 <br /> Stability Stability Capacity Capacity <br /> Class D w/o Class D w/ Class B w/o Class B w/ <br /> Freeboard Freeboard Freeboard Freeboard <br /> Design Discharge: 15.02 cfs 15.02 cfs <br /> Depth: 0.42 ft 0.76 ft <br /> Top Width: 14.52 ft 16.55 ft <br /> Velocity: 2.70 fps 1.39 fps <br /> X-Section Area: 5.57 sq ft 10.84 sq ft <br /> Hydraulic Radius: 0.380 ft 0.645 ft <br /> Froude Number: 0.77 0.30 <br /> Roughness Coefficient: 0.0579 0.1604 <br /> Structure #19(Null) <br /> Null at Confluence Buckskin/Streeter <br /> Structure #16(Pond) <br /> SD-3 Stockpond <br /> Pond Inputs: <br /> Initial Pool Elev: 100.00 ft <br /> Initial Pool: 2.01 ac-ft <br /> *Sediment Storage: 0.00 ac-ft <br /> Dead Space: 0.00 <br /> *No sediment capacity defined <br /> Emergency Spillway <br /> Spillway Elev Crest Length Left Right Bottom <br /> (ft) Sideslope Sideslope Width(ft) <br /> 100.00 20.00 2.00:1 2.00:1 20.00 <br /> Pond Results: <br /> Peak Elevation: 100.00 ft <br /> H'graph Detention Time: 0.12 hrs <br /> Pond Model: CSTRS <br /> Dewater Time: 0.21 days <br /> Trap Efficiency: 0.00 IN <br /> Dewatering time is calculated from peak stage to lowest spillway <br /> Elevation-Capacity-Discharge Table <br /> Filename: Exhibit 7-14E Streeter Pond 10 Yr 24 Hr.sc4 Printed 02-10-2020 <br />