Laserfiche WebLink
SEDCAD 4 for Windows <br /> r....,,-i,,k*1000 Orli o.n.sin I c..ti,., h, <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: 28.26 cfs 28.26 cfs <br /> Depth: 0.55 ft 0.92 ft <br /> Top Width: 15.29 ft 17.50 ft <br /> Velocity: 3.78 fps 2.09 fps <br /> X-Section Area: 7.48 sq ft 13.51 sq ft <br /> Hydraulic Radius: 0.483 ft 0.759 ft <br /> Froude Number: 0.95 0.42 <br /> Roughness 0.0485 0.1185 <br /> Coefficient: <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: 0.34 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 /> 94.00 0.162 0.403 0.000 <br /> Filename.Exhibit 7-14E Streeter Pond 25 Yr 24 Hr.sc4 Printed 02-10-2020 <br />