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SEDCAD 4 for Windows <br />Copyright 1998 Pamela J. Schwab <br />Civil Software Design <br />• <br /> <br />Elevation Area <br /> <br />{ac) Capacity <br /> <br />(ac-R) Dixharge <br /> <br />(~s) Dewater <br />Time <br />(hrs) <br />6,846.00 0.853 4.810 0.000 <br />6,846.50 0.863 5.239 0.000 <br />6,847.00 0.872 5.673 0.000 <br />6,847.50 0.882 6.112 0.000 <br />6,848.00 0.891 6.555 0.000 <br />6,648.50 0.901 7.003 0.000 <br />6,849.00 0.911 7.456 0.000 <br />6,849.50 0.920 7.914 0.000 <br />850.00 0.930 8.376 0.000 Spillway #1 <br />6,850.50 0.930 8.841 1.180 4.77' <br />6,851.00 0.930 9.306 33.931 11.75 <br />6,851.50 0.930 9.771 73.109 0.20 <br />6,852.00 0.930 10.236 123.639 <br />*Designates time(s) to dewater have been extrapolated beyond the 50 hour hydrograph limit. <br />Detailed Discharge Table <br />• <br />LJ <br /> <br /> <br />Elevation <br />Emergency <br />5 illwa cfs <br />P Y ( ) Combined <br />T°~l <br /> <br />Dixharge <br />(cfs) <br />6,839 .97 0.000 0.000 <br />6,840. 00 0.000 0.000 <br />6,840 .50 0.000 0.000 <br />6,841. 00 0.000 0.000 <br />6,641 .50 0.000 0.000 <br />6,842 .00 0.000 0.000 <br />6,842 .50 0.000 0.000 <br />6,843. 00 0.000 0.000 <br />6,843 .50 0.000 0.000 <br />6,844. 00 0.000 0.000 <br />6,644. 50 0.000 0.000 <br />6,845 .00 0.000 0.000 <br />6,845. 50 0.000 0.000 <br />6,846 .00 0.000 0.000 <br />6,846. 50 0.000 0.000 <br />6,647 .00 0.000 0.000 <br />6,847 .50 0.000 0.000 <br />6,848 .00 0.000 0.000 <br />6,848 .50 0.000 0.000 <br />6,849. 00 0.000 0.000 <br />Filename: 26pond 3.sc4 <br /> <br />Printed 07-30-2001 <br />