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SEDCAD 4 for Windows <br />Copyright 7998 Pamela J. Schwab <br />Civil Software Design <br />__-___._ <br /> <br /> <br /> <br />ElevaOOn Area <br /> <br />(ao) Capacity <br /> <br />(ac-ft) Disdurge <br /> <br />(ds) Dewater <br />T~ <br />(hrs) <br />5,656.00 0.643 3.247 0.001 7,267.09• <br />5,656.50 0.665 3.574 0.001 7,ID3.63' <br />5,657.00 0.690 3.913 0.001 6,978.49' <br />5,657.50 0.715 4.264 0.001 6,899.31• <br />5,658.00 0.739 ~ 4.627 O.OD1 6,836.20' - <br />. 5,658.50 0.763 5.003 0.001 6,784.88' <br />5,659.00 0.785 5.390 0.001 6,740.88' <br />5,659.10 0.790 5.469 0.001 1,363.25' spillway #1 <br />5,659.32 0.800 5.646 2.048 18.50 Peak Stage <br />5,659.50 0.808 5.786 3.694 <br />5,660.00 0.843 6.201 8.072 <br />5,660.50 0.679 6.631 10.067 <br />5,661.00 0.896 7.075 11.728 <br />5,661.50 0.913 7.527 13.181 <br />*Designates time(s) to dewater have been extrapolated beyrond the SO hour hydmgraph limit. <br />Detailed Discharge Table <br /> <br /> <br />Elevation <br /> <br />Perf. Riser (ds) Combined <br />Total <br /> <br />Discharge <br />(cfs) <br />5,699.50 0.000 0.000 <br />5,650.00 0.000 0.000 <br />5,650.50 0.000 0.000 <br />5,651.00 0.000 0.000 <br />5,651.50 0.000 0.000 <br />5,652.00 0.10>0.000 0.000 <br />5,652.50 0.000 0.000 <br />5,653.00 0.000 0.000 <br />5,653.50 0.000 0.000 <br />5,654.00 0.000 0.000 <br />5,654.50 0.000 0.000 <br />5,655.00 0.000 0.000 <br />5,655.50 0.000 0.000 <br />5,656.00 0.001 0.001 <br />5,656.50 0.001 0.001 <br />5,657.00 0.001 0.001 <br />5,657.50 0.001 0.001 <br />5,658.00 0.001 0.001 <br />(Revised 121011 Attachment 2 05 3(3) -1030 _ <br />filename: 008MOD-CN-25YR.scA Printed 12-10-2001 <br />