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• <br />r 1 <br />LJ <br />0 <br />SEDCAD 4 for Windows <br />Copyright 1998 Pamela J Schwab <br />Civil Software Design <br />Elevation <br />Area <br />(ac) <br />Capacity <br />(ac -ft) <br />Discharge <br />(CIS) <br />Dewater <br />Tme <br />(hrs) <br />0.000 <br />6,909.50 <br />0.415 <br />0.481 <br />0.000 <br />0.000 <br />Law hole SPW #1 <br />6,910.00 <br />0.436 <br />0.694 <br />0.209 <br />12.31* <br />1.50>0.000 <br />6,910.50 <br />0.457 <br />0.917 <br />0.295 <br />9.14* <br />0.209 <br />6,911.00 <br />0.479 <br />1.151 <br />0.571 <br />4.96* <br />0.571 <br />6,911.50 <br />0.501 <br />1.396 <br />0.713 <br />4.65 <br />0.713 <br />6,912.00 <br />0.524 <br />1.652 <br />1.038 <br />3.55 <br />1.50>1.225 <br />6,912.50 <br />0.547 <br />1.920 <br />1.225 <br />2.90 <br />6,913.00 <br />0.571 <br />2.200 <br />1.591 <br />2.40 <br />6,913.5D <br />0.596 <br />2.491 <br />1.816 <br />2.10 <br />6,914.00 <br />0.621 <br />2.796 <br />2.217 <br />1.80 <br />6,914.50 <br />0.646 <br />3.112 <br />2.477 <br />1.65 <br />6,915.00 <br />0.672 <br />3.442 <br />2.910 <br />1.50 <br />6,915.50 <br />0.699 <br />3.785 <br />3.200 <br />1.35 <br />6,916.00 <br />0.726 <br />4.141 <br />3.663 <br />1.25 <br />6,916.50 <br />0.753 <br />4.510 <br />3.982 <br />1.20 <br />6,917.00 <br />0.781 <br />4.894 <br />4.264 <br />1.70 <br />Spillway #1 <br />6,917.50 <br />0.810 <br />5.292 <br />4.522 <br />2.25 <br />6,918.00 <br />0.839 <br />5.704 <br />4.763 <br />2.55 <br />Spillway #2 <br />6,918.50 <br />0.868 <br />6.131 <br />6.966 <br />3.65 <br />6,919.00 <br />0.898 <br />6.572 <br />32.290 <br />2.00 <br />6,919.10 <br />0.905 <br />6.666 <br />38.592 <br />0.15 <br />Peak Stage <br />6,919.50 <br />0.929 <br />7.029 <br />62.911 <br />6,920.00 <br />0.960 <br />7.501 <br />102.382 <br />*Designates time(s) to dewater have been extrapolated beyond the 50 hour hydrograph limit <br />Detailed Discharge Table <br />Elevation <br />Perf. Riser (cFs) <br />Emergency <br />Spillway Cfs <br />P Y ( ) <br />Combined <br />Total <br />Discharge <br />(ffs) <br />6,908.27 <br />0.000 <br />0.000 <br />0.000 <br />6,908.50 <br />0.000 <br />0.000 <br />0.000 <br />6,909.00 <br />0.000 <br />0.000 <br />0.000 <br />6,909.50 <br />1.50>0.000 <br />0.000 <br />0.000 <br />6,910.00 <br />0.2D9 <br />0.000 <br />0.209 <br />6,910.50 <br />1.50>0.295 <br />0.000 <br />0.295 <br />6,911.00 <br />0.571 <br />0.000 <br />0.571 <br />6,911.50 <br />1.50>0.713 <br />0.000 <br />0.713 <br />6,912.00 <br />1.038 <br />0.000 <br />1.038 <br />6,912.50 <br />1.50>1.225 <br />0.000 <br />1.225 <br />12 <br />Filename. RevI00aPond0D7.Sc4 Printed 01-07-2002 <br />