Laserfiche WebLink
• <br />SEDCAD 4 for Windows <br />t`nm~,nM 1°o4-~M~Onmcln 1 c~lu.iol-. <br />Structure #5 jPond) <br />Sediment Trap 5 <br />Pond Inputs: <br />Peak Elevation: 105.51 ft <br />H'graph Detention lime; 5.63 hrs <br />Pond Model: CSiRS <br />DeWater Time: 0.32 days <br />Trap EfBcienc/: 100.00 °/ <br />initial Pool Elev: 101.00 k <br />Initial Pool: 0.09 ac-k' <br />*Sediment Storage: 0.00 ac-ft <br />Dead Space: 20.00 % i <br />*No sediment capacity defined <br />Broad-crested Weir <br />Pond Results: <br />• <br />Dewatenng Ume is calculated from peak stage to lowest spillway <br />Elevation-Capacity_Discharae Table <br /> <br />Elevation Area <br /> <br />(ac) Capacity <br /> <br />(ac-k) Discharge <br /> <br />(As) Dewater <br />Time I <br />(hrs) I <br />100,00 0.050 0.000 0.000 Top of Sed. Storage <br />100.01 0.070 0.001 0.000 <br />100.50 0.065 0.039 0.000 <br />101.00 0.103 0.086 0.000 <br />101.50 0.122 0.142 0.000 <br />102.00 0.142 0.208 0.000 <br />102.50 0,164 0.284 0.000 <br />103.00 0.188 0.372 0.000 <br />103.50 0.213 0.472 0,000 <br />104.00 0.240 0.585 0.000 <br />104.50 0.268 0.712 0.000 ii <br />105.00 0.298 0.859 0.000 <br />105.50 0.330 1.011 O.ODO Spillway #1 <br />Structure Detai/.~ <br />Weir Width Spillway Elev <br />(k) (k) <br />30.00 105.50 <br />Filename: WT Ten24 031607.sc4 <br />Exh.7-20C-11 <br />Printed 03-16-2007 <br />Revision Date: 3/19/07 <br />Revision i~lo.: PR-02 <br />