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SEDCAD 4 for Windows <br />CopyTighl 1998 Pamela J. Schwah <br />Civil Software Design <br /> <br />r~ <br />LJ <br /> <br />Elevation Area <br /> <br />(ac) Capacity <br /> <br />(ac-ft) Discharge <br /> <br />(cfs) Dewater <br />Tme <br />(hrs) <br />7,024.50 0.841 2.609 0.000 <br />7,024.75 0.847 2.820 0.000 <br />7,025.00 0.853 3.033 0.000 <br />7,025.25 0.859 3.247 0.000 <br />7,025.50 0.864 3.462 0.000 <br />7,D26.75 0.870 3.679 0.000 <br />7,026.00 0.876 3.897 0.000 <br />7,026.25 0.882 4.117 0.000 <br />7,026.50 0.887 4.338 0.000 <br />7,026.75 0.893 4.560 0.000 <br />7,027.00 0.899 4.784 0.000 <br />7,027.25 0.905 5.010 0.000 <br />7,027.50 0.911 5.237 0.000 <br />7,027.75 0.917 5.465 0.000 <br />7,028.00 0.923 5.695 0.000 <br />7,028.25 0.929 5.927 0.000 <br />7,028.50 0.935 6.159 0.000 <br />7,028.75 0.941 6.394 0.000 <br />7,029.00 0.947 6.630 0.000 <br />7,029.25 0.953 6.867 0.000 <br />7,029.50 0.959 7.106 0.000 <br />7,029.75 0.965 7.346 0.000 <br />7,030,00 0.971 7.588 0.000 Spillway #1 <br />7,030.25 0.977 7.832 0.590 4.99' <br />7,030.50 0.983 8.077 1.180 3.55 <br />7,030.75 0.989 8.323 17.125 11.00 <br />7,031.00 0.995 8.571 33.931 0.55 <br />7,031.25 1.001 6.821 48.106 0.35 <br />7,031.50 1.008 9.072 73.109 0.15 <br />7,031.75 1.014 9.325 91.903 0.20 <br />7,031.91 1.018 9.490 112.587 .0.15 Peak Stage <br />7,032.00 1.020 9.579 123.639 <br />*Designates time(s) to dewater have been extrapolated beyond the 50 hour hydrograph limit. <br />Detailed Discharge Table <br />• <br />Filename: 26pond 1 rev.sc4 Printed 07-1 B-2001 <br />