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SEDCAD 4 for Windows <br /> r-....nh4 loop-,)nln P.meh I Ghu�h <br /> 5 <br /> Structure Detail; <br /> Structure #2(Ponds <br /> East quarry sump <br /> Pond Inputs: <br /> Initial Pool Elev: 7,850.10 ft <br /> Initial Pool: 5.22 ac-ft <br /> Broad-crested Weir <br /> Weir Width Spillway Elev <br /> (ft) (ft) <br /> 55.00 7,850.10 <br /> Pond Results: <br /> Peak Elevation: 7,850.36 ft <br /> Dewater Time: 1.10 days <br /> Dewatering time is calculated from peak stage to lowest spillway <br /> Elevation-Capacity-Discharge Table <br /> Area Capacity Discharge Dewater <br /> Elevation Time <br /> (ac) (ac-ft) (cfs) (hrs) <br /> 7,850.00 52.110 0.000 0.000 <br /> 7,850.10 52.258 5.224 0.000 Spillway#1 <br /> 7,850.20 52.407 10.462 5.377 11.79* <br /> 7,850.30 52.555 15.689 15.153 9.25 <br /> 7,850.36 52.648 18.980 23.098 5.40 Peak Stage <br /> 7,850.40 52.703 20.957 27.871 <br /> 7,850.50 52.852 26.240 42.937 <br /> 7,850.60 53.002 31.538 60.028 <br /> 7,850.70 53.151 36.851 78.928 <br /> 7,850.80 53.300 42.153 99.374 <br /> 7,850.90 53.450 47.496 121.444 <br /> 7,851.00 53.600 52.853 144.941 <br /> Detailed Discharge Table <br /> Filename East Quarry Sump.sc4 Printed 12-20-2021 <br />