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SEDCAD 4 for Windows <br />r ~„d~ne +°°a o=.~oi~ i s,.n~..~r. <br />Structure Detai/: <br />Structure #1 (Pond) <br />Truck Loop Pond <br />Pond Inputs: <br />Initial Pool Elev: 6,400.00 <br />Initial Pool: 0.97 ac-R <br />*Sediment Storage: 0.14 ac-ft <br />Dead Space: 20.00 % <br />*Sediment capacity based on Average Annual R of 10.0 for 10 year(s) <br />Dro~Inlet <br />Riser <br />Riser Height Barrel <br />Barrel Barrel Slope <br /> <br />' <br />Diameter (R) Diameter Length (ft) (%) Manning <br />s n Spillway Elev <br />(in) (in) <br />24.00 3.00 24.00 114.00 1.05 0.0240 6,400.00 <br />Straight Pipe <br />Barrel Barrel Entrance Tailwater <br />Barrel Manning's Spillway <br />Diameter Length Loss Depth <br />Slope (%) n Elev <br />(in) (R) Coefficient (R) <br />12.00 64.00 1.15 0.0240 6,401.50 0.90 0.00 <br />Pond Results: <br />Peak Elevation: 6,400.24 <br />H'graph Detention Time: 0.46 hrs <br />Pond Model: CSTRS <br />Dewater Time: 0.56 days <br />Trap Efficiency: 94.65 <br />Dewatering time is calculated From peak stage to lowest spil/way <br />ElevationElevation-Ca~aci~Dischar~e TableTable <br /> Area Capacity Discharge Dewater <br />Elevation Time <br /> (ac) (ac-ft) (cts) {hrs) <br />6,395.29 0.120 0.000 0.000 - Top of Se<i. Storage <br />6,395.60 0.141 0.040 0.000 <br />6,396.00 0.170 0.102 0.000 <br />6,396.10 0.172 0.119 0.000 <br />Filename: Truck Pond 10yr24hr.sc4 <br />Printed 03-26-2005 <br />`.I <br />• <br /> <br />IL-t6.8 <br />