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SEDCAD 4 for Windows <br />n.....,.~,.m ~°°a a~,..vi~ ~ c.~.,..~n <br />Structure Detai/; <br />• Structure #Y (Null) <br />CUL VERT IA <br />Structure #2 (Pond1 <br />POND6 <br />Pond Inputs: <br />Initial Pool Elev: 7,072.50 <br />Initial Pool: 4.44 ac-R <br />*Sediment Storage: 8.48 ac-R <br />Dead Space: 20.00 <br />*Sediment capacity based on Average Annual R of 30.0 for 1 year(s) <br />Droo Inlet <br />• <br />Pond Results: <br />Emeroencv Spillwav <br />Spillway Elev Crest Length Left Right Bottom <br />(R) Sideslope Sideslope Width (R) <br />7,075.50 50.00 3.00:1 3.00:1 15.00 <br />Peak Elevation: 7,075.08 <br />H'graph Detention Time: 2.17 hrs <br />Pond Model: CSTRS <br />Dewater Time: 0.97 days <br />Trap Efficiency: 63.69 <br />Dewatering time is calculated from peak stage to lowest spillway <br />Elevation-Capacity-Discharge Table <br />• <br />Riser Riser Height <br />Diameter Barrel garret Barrel Slope <br />Diameter <br />Manning's n Spillway Elev <br />(R) <br />(in) Length (R) (%) <br />(in) <br />24.00 6.30 24.00 150.00 3.00 0.0240 7,072.50 <br /> Area Capacity Discharge Dewater <br />Elevation Time <br /> (ac) (ac-ft) (ds) (hrs) <br />7,069.87 1.983 0.000 0.000 Top of Sed. Storage <br />7,070.00 1.500 0.199 0.000 <br />7,070.50 1.575 0.968 0.000 <br />Filename: POND6VAS-BUILT.sc4 Printed 02-20-2004 <br />