Laserfiche WebLink
SEDCAD 4 for Windows <br />22 ~ I <br />Crest Length LeR Right Bottom ~ <br />Spillway Elev (R) Sideslope Sideslope Width (R) <br />8,224.50 20.00 2.00:1 2.00:1 10.00 <br />Pond Results: <br />Peak Elevation: 8,22I.06 ft <br />H'graph Detention Tme: 0.00 hrs <br />Pond Model: CSTRS <br />Dewater Tme: 0.00 days <br />Trap Efficiency: 0.00 <br />Dewatering time is ca/culated from peak stage to lowest spillway <br />Elevation-Caoacitu-Discharge Table <br /> <br />Elevation Area <br /> <br />(ac) Capacity <br /> <br />(ac-R) Discharge Dewater <br />Time <br />(~) (hrs) <br />8,219.75 0.226 0.000 0.000 Top of Sed. Storage <br />8,219.80 0.228 0.010 0.000 <br />8,220.00 0.235 0.057 0.000 <br />8,220.50 0.253 0.179 0.000 <br />8,221.00 0.272 0.310 0.000 <br />8,221.05 0.275 0.324 0.000 0.00 Peak Stage <br />8,221.50 0.292 0.451 0.000 <br />8,222.00 0.313 0.602 0.000 <br />8,222.50 0.334 0.764 0.000 <br />8,223.00 0.356 0.936 0.000 <br />8,223.50 0.378 1.120 0.000 <br />8,224.00 0.401. 1.315 0.000 <br />8,224.50 0.425 1.521 0.000 Spillway #1 <br />8,225.00 0.450 1.740 1.830 <br />Detailed Discharge Table <br /> <br />Elevation <br />(R) <br />Emergency <br />Spillway (cfs) Combined <br />Total <br />Discharge <br />(ds) <br />8,219.75 0.000 0.000 <br />8,219.80 0.000 0.000 <br />8,220.00 0.000 0.000 <br />8,220.50 0.000 0.000 <br /> <br />Filename: STSec28Ten24.030807.sc4 Printed 03-09-2007 <br />• <br />Exh. 7-20A-26 Revision Date: 3/12/07 <br />Revision No.: PR-02 <br />