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SEDCAD 4 for Windows <br />r...,,.~„nr won ,onm vn.,,em i c.e,..~n <br /> <br /> <br />Elevation <br />(ft) <br />Broad- <br /> <br />crested Weir <br />(~) Combined <br />Total <br /> <br />Discharge <br /> <br />(cfs) <br />loz.oo o.goo a.ooo <br />loz.so a.ooo a.ogo <br />103.00 0.000 0.000 <br />103.50 0.000 0.000 <br />104.00 0.000 0.000 <br />104.50 0.000 0.000 <br />105.00 0.000 0.000 <br />lO5.s0 0.000 0.000 <br />106.00 32.743 32.743 <br />Structure #6 (Pond) <br />Stockpond WT-1 <br />Pond Inputs: <br />Inidal Pool Elev: 101.00 ft ~ <br />Initial Pool: 0,08 ac-ft~ <br />xBediment Storage: 0,00 arft <br />Dead Space: 20.00 °/ <br />*No sediment capacity defined <br />Broad-crested Weir <br />Pond Results: <br />Weir Width Spillway Elev <br />(ft) (ft) <br />20.00 104.50 <br />Peak Elevabon: 104.97 ft i <br />H'graph Detention Time: 0.80 hrs I <br />Pond Model: CSTRS <br />Dewater Time: 0.51 days <br />Trap Efficiency: 82,81 <br />Dewatering time is calculated from peak stage to lowest spit/way <br />Elevation-Capacity-Discharge Table <br /> <br /> <br />Elevation Area Capacity Discharge Dewater ~ <br />Time <br /> (ac) (ac-ft) {cfs) (hrs) <br />100.00 0.050 0.000 0.000 Top of Sed. Storage <br />loo.ol 0.070 0.001 0.000 <br />100.50 0.076 0,037 0.000 <br />16 <br />rilename: WT Ten24 031607sc4 Printetl 03-16-2007 <br />Exh. 7-20C-20 Revision Date: 3/19/07 <br />Revision No.: PR-02 <br />i <br />• <br /> <br />• <br />