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SEDCAD 4 for Windows <br />Cnn,rcinF1100R Pamvly 1 4r6wvF <br />8 <br /> <br /> Stability <br />Class D w/o <br />Freeboard Stability <br />Class D w/ ~ <br />Freeboard Capacity <br />Class B w/o <br />Freeboard Capacity <br />Class B w/ <br />Freeboard <br />Design Discharge: 5.16 ds 5.16 cfs <br />Depth: 0.70 ft 1.70 ft ~ 1.07 ft 2,07 ft <br />Top Width: 4.20 ft 10.20 ft ; 6.45 ft 12,45 ft <br />Velocity: 3.51 fps ~i 1.49 fps <br />X-Section Area: ].47 sq ft ~ 3.47 sq ft <br />Hydraulic Radius: 0.332 ~ 0.510 <br />Fronde Number: 1.05 0.36 <br />Roughness Coefficient: 0.0556 0.1748 <br />Structure #3 (Pond) <br />Sediment Pond <br />Pond Inputs: <br /> Initial Pool Elev: 6,730.80 <br /> Initial Pool: 0.01 ac-ft <br /> 'Sediment Storage: 0.02 ac-ft <br /> Dead Space: 20.00 <br />.~ *Sediment capacity based on Average Annual R of 10.0 fora year(s) <br />Straight Pipe <br />Barrel Barrel ~ j Entrance Tailwater <br /> Barrel I Manning's Spillway <br />Diameter Length ~ Loss Depth <br /> Slope (%) ~ n Elev <br />(in) (ft) i Coffficient (ft) <br />12.00 20.00 2.00 ~ 0.0150 6,735.60 ~ 0.90 0.00 <br />Pond Results: <br />Peak Elevation: 6,733.79 <br />H'graph Detention Time: 0.00 hrs <br />Pond Model: CSTRS <br />Dewater Time: 0.00 days <br />Trap Efficiency: D.00 % <br />Dewatering time is calculated from peak stage to lowest spillway <br />Elevation-Capacity-Discharge Table <br />.) <br />Filename: 25yr-24hr.sc4 Printed 08-09-2005 <br />