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SEDCAD 4 for Windows <br />Copyright 1998 Pamela J. Schwab <br />Civil Sofhvare Design <br />• <br /> <br />Elevation Area <br /> <br />(ac) Capacity <br /> <br />(ac-ft) Discharge <br /> <br />(~s) Dewater <br />Tme <br />(ham) <br />6,976.50 0.598 0.561 0.149 24.21' <br />6,977.00 0.604 0.861 0.210 17.31* <br />6,977.50 0.611 1.165 0.257 14.28' <br />6,976.00 0.617 1.472 0.297 12.50' <br />6,978.50 0.624 1.782 0.332 11.95 <br />6,979.00 0.630 2.095 0.364 10.90 Spillway ill <br />6,979.19 0.633 2.215 1.079 8.15 Peak Stage o~- <br />6,979.50 0.637 2.412 2.256 <br />6,980.00 0.643 2.732 2.297 <br />6,980.50 0.650 3.055 2.338 <br />6,981.00 0.657 3.382 2.378 <br />6,981.50 0.663 3.712 2.417 <br />6,982.00 0.670 4.045 2.456 <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 />(Cfs) <br />6,975 .55 0.000 0.000 <br />6,976 .00 2.00>0.000 0.000 <br />6,976 .50 0.149 0.149 <br />6,977 .00 0.210 0.210 <br />6,977 .50 0.257 0.257 <br />6,978 .00 0.297 0.297 <br />6,978 .50 0.332 0.332 <br />6,979 .00 0.364 0.364 <br />6,979 .50 2.256 2.256 <br />6,980 .00 2.297 2.297 <br />6,980 .50 2.338 2.338 <br />6,981 .00 2.378 2.378 <br />6,981. 50 2.417 2.417 <br />6,982. 00 2.456 2.456 <br />Filename: pond6rev.sc4 <br />Printed 07-26-2001 <br />