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SEDCAD 4 for Windows <br />Copyright 1998 Pamela J. Schwab <br />Civil Software Design <br />• <br />r1 <br />fv J <br /> <br />Elevation Area <br /> <br />(ac) Capacity <br /> <br />(ac-ft) Discharge <br /> <br />(~s) Dewater <br />Time <br />(hrs) <br />6,908.31 0.960 0.000 0.000 Top of Sed. Storage <br />6,908.50 0.469 0.088 0.000 <br />6,909.00 0.475 0.323 0.000 <br />6,909.50 0.486 0.563 0.000 <br />6,910.00 0.498 0.809 0.000 Low hole SPW #1 <br />6,910.50 0.509 1.061 0.149 20.49• <br />6,911.00 0.521 1.318 0.210 14.82• <br />6,911.50 0.532 1.582 0.294 10.82* <br />6,912.00 0.544 1.851 0.350 9.31* <br />6,912.50 0.556 2.126 0.434 6.50 <br />6,913.00 0.568 2.407 0.491 1.40 Spillway R1 <br />6,913.03 0.569 2.422 0.524 4.05 Peak Stage <br />6,913.50 0.581 2.694 1.100 <br />6,914.00 0.593 2.987 1.123 <br />6,914.50 0.605 3.287 1.146 <br />6,915.00 0.616 3.593 1.168 <br />6,915.50 0.631 3.905 1.190 <br />6,916.00 0.644 4.224 1.212 <br />6,916.50 0.657 4.549 1.233 <br />6,917.00 0.670 4.BBI 1.254 <br />*Designafes time(s) to dewater have been extrapolated beyond the 50 hour hydrograph limit. <br />Detailed Discharge Table <br /> <br /> <br /> <br />Elevation <br /> <br />Perf. Riser (cfs) Combined <br />Total <br /> <br />Disclarge <br />(~) <br />6,908.31 0.000 0.000 <br />6,908.50 0.000 0.000 <br />6,909.00 0.000 0.000 <br />6,909.50 0.000 0.000 <br />6,910.00 2.00>0.000 0.000 <br />6,910.50 0.149 0.149 <br />6,911.00 1.00>0.210 0.210 <br />6,911.50 0.294 0.294 <br />6,912.00 1.00>0.360 0.350 <br />6,912.50 0.434 0.434 <br />6,913.00 0.491 0.491 <br />6,913.50 1.100 1.100 <br />6,914.00 1.123 1.123 <br />Filename: Fill 9x pond-excavated.sc4 Printed 08-29-2001 <br />