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~EDCAD 4 for Windows <br />c,,,.,,.~~m goon co,.,nm i c~~,,..an <br />8 <br /> Stability <br />Class D w/o <br />Freeboard Stability I <br />Class D w/ <br />Freeboard j Capacity <br />Class B w/o <br />Freeboard Capacity <br />Class B w/ <br />Freeboard <br />Design Discharge: 6.95 ds ~ 6.95 cfs <br />Depth: 0.76 ft 1.76 ft ~ 1.15 ft 2.15 ft <br />Top Width: 4.58 ft 10.56 ft ~ 6.89 ft 12.89 ft <br />Velocity: 3.97 fps 1.76 fps <br />X-Section Area: 1.75 sq ft 3.95 sq ft <br />Hydraulic Radius: 0.362 0.545 <br />Froude Number: 1.13 0.41 <br />Roughness Coefficient: 0.0522 j 0.1547 <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 Annua/ R of 10.0 fora year(s) <br />-~ Straight Piee <br />Barrel Barrel ~ ,' Entrance Tailwa[er <br /> Barrel Manning's spillway ~ <br />Diameter Length Loss Depth <br /> Slope (%) ~ n Elev <br />(in) (ft) Cceffident (ft) <br />12.00 20.00 2.00 ~~ 0.0150 6,735.60 0.90 O.OC <br />Pond Results: <br />Peak Elevation: 6,734.59 <br />H'graph Detention Time: 0.00 hrs <br />Pontl Model: CSTRS <br />Dewater Time: 0.00 days <br />Trap Efficiency: 0.00 % <br />Dewatering time is calcu/ated from peak stage to lowest spillway <br />Elevation-Capacity-Discharge Table <br /> <br />Filename: t00yr-24hr.sc4 Printed 08-08-2005 <br />