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SEDCAD 4 for Windows <br />Copynght 1998 Pamela J. Schwab <br />Civil Soliware Design <br /> <br />v~ <br /> <br />Elevation Area <br /> <br />(ac) Capaary <br /> <br />(ac-ft) Discharge <br /> <br />(~s) Dewater <br />Tme <br />(hrs) <br />6,641.50 1.384 4.287 1.126 7.35* <br />6,642.00 1.414 4.966 1.263 6.70• <br />6,642.50 1.945 5.701 1.440 6.01' <br />6,643.00 1.477 6.431 1.573 5.90 <br />6,643.50 1.508 7.178 1.692 5.50 <br />6,644.00 1.540 7.940 1.803 5.30 Spillway ql <br />4 .47 1.571 8.676 1.901 4.85 Peak Stage <br />6,644.50 1.573 8.718 1.906 <br />6,645.00 1.606 9.513 2.004 <br />6,645.50 1.639 10.324 2.096 <br />6,646.00 1.672 11.152 2.185 <br />6,646.50 1.706 11.996 2.270 <br />6,647.00 1.740 12.857 2.352 <br />*Designates time(s) to dewater have been extrapolated beyond the 50 hour hydrograph limit. <br />Detailed Discharge Table <br />• <br />• <br /> <br /> <br />Elevation <br /> <br />Perf. Riser (cfs) Combined <br />Total <br /> <br />Discharge <br />(6s) <br />6,638.16 0.000 0.000 <br />6,638.50 2.00>0.000 0.000 <br />6,639.00 0.223 0.223 <br />6,639.50 2.00>0.315 0.315 <br />6,640.00 0.609 0.609 <br />6,640.50 1.00> 0.761 0.761 <br />6,641.00 1.00>0.940 0.940 <br />6,641.50 1.126 1.126 <br />6,642.00 1.00> 1.263 1.263 <br />6,642.50 1.440 1.440 <br />6,643.00 1.573 1.573 <br />6,693.50 1.692 1.692 <br />6,644.00 1.803 1.803 <br />6,644.50 1.906 1.906 <br />6,645.00 2.004 2.004 <br />6,645.50 2.096 2.096 <br />6,646.00 2.185 2.185 <br />6,646.50 2.270 2.270 <br />6,647.00 2.352 2.352 <br />Filename: Pond 2-i and 2 revised.sc4 Printed 04-17-2001 <br />