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SEDCAD 4 for Windows <br /> f nn,rinht 1QQR_7f11f1 Pnmclm I Crhuinh <br /> 7 <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: 45.29 cfs 45.29 cfs <br /> Depth: 0.67 ft 1.05 ft <br /> Top Width: 16.01 ft 18.33 ft <br /> Velocity: 4.84 fps 2.83 fps <br /> X-Section Area: 9.35 sq ft 16.00 sq ft <br /> Hydraulic Radius: 0.577 ft 0.857 ft <br /> Froude Number: 1.12 0.53 <br /> Roughness Coefficient: 0.0426 0.0948 <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 /> 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: 100.01 ft <br /> Dewater Time: 0.50 days <br /> Dewatering time is calculated from peak stage to lowest spillway <br /> Elevation-Capacity-Discharge Table <br /> Area Capacity Discharge Dewater <br /> Elevation Time <br /> (ac) (ac-ft) (cfs) (hrs) <br /> 90.00 0.050 0.000 0.000 <br /> 90.01 0.050 0.001 0.000 <br /> 91.00 0.072 0.061 0.000 <br /> 92.00 0.098 0.145 0.000 <br /> 93.00 0.128 0.258 0.000 <br /> Filename: Exhibit 7-14E Streeter Ditch 100 Yr 24 Hr.sc4 Printed 02-10-2020 <br />