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SEDCAD 4 for Windows <br />Copyright 7998 Pamela J SUwab <br />Civil Software Design <br />• <br /> <br />Elevation Area <br /> <br />(ac) Capacity <br /> <br />(ac-k) Discharge <br /> <br />(~s) Dewater <br />Time <br />(hrs) <br />6,661.00 0.628 1.211 0.149 26.26* <br />6,661.50 0.645 1.530 0.210 18.33* <br />6,662.00 0.662 1.856 0.294 13.42* <br />6,662.50 0.678 2.191 D.360 11.59" <br />6,663.00 0.696 2.535 0.434 9.58• <br />6,663.50 0.713 2.887 0.491 9.25 <br />6,664.00 0.730 3.248 0.540 8.45 Spillway #1 <br />6,664.19 0.737 3.386 0.783 6.20 Peak Stage <br />6,664.50 0.748 3.617 1.188 <br />6,665.00 0.766 3.996 1.424 <br />6,665.50 0.784 4.383 1.442 <br />6,666.00 0.803 4.780 1.460 <br />6,666.50 0.821 5.186 1.477 <br />6,667.00 0.84D 5.601 1.495 <br />*Designates 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 (ds) Combined <br />Total <br /> <br />Discharge <br />(cfs) <br />6,658.97 0.000 0.000 <br />6,659.00 0.000 0.000 <br />6,659.50 0.000 0.000 <br />6,660.00 0.000 0.000 <br />6,660.50 2.00>0.000 0.000 <br />6,661.00 0.149 0.149 <br />6,661.50 1.00>0.210 0.210 <br />6,662.00 0.294 0.294 <br />6,662.50 1.00>0.350 0.350 <br />6,663.00 0.434 0.434 <br />6,663.50 0.491 0.491 <br />6,664.00 0.540 0.540 <br />6,664.50 1.188 1.188 <br />6,665.00 1.424 1.424 <br />6,665.50 1.442 1.442 <br />6,666.00 1.460 1.460 <br />6,666.50 1.477 1.477 <br />6,667.00 1.495 1.495 <br />Filename: Pond 3-1 exc..sc4 Printed 04-17-2001 <br />