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SEDCAD 4 for Windows <br />Copyngh[ 1998 Pamela J. Schwab <br />Civil Software Design <br />1rl1I <br />u <br />• <br /> <br />Elevation Area <br /> <br />(ac) Capacity <br /> <br />(ac-ft) Discharge <br /> <br />(~s) Dewater <br />Tme <br />(hrs) <br />7,025.00 0.853 2.405 2.353 1.15 <br />7,025.25 0.859 2.619 2.501 1.05 <br />7,025.50 0.864 2.835 2.640 1.00 <br />7,025.75 0.870 3.052 2.772 1.00 <br />7,026.00 0.876 3.270 2.898 0.90 <br />7,026.25 0.882 3.489 3.019 0.90 <br />7,026.50 0.687 3.711 3.134 0.90 <br />7,026.75 0.893 3.933 3.246 0.85 <br />7,027.00 0.899 4.157 3.353 0.80 <br />7,027.25 0.905 4.383 3.457 0.80 <br />7,027.50 0.911 4.610 3.558 0.80 <br />7,027.75 0.917 4.838 3.657 0.75 <br />7,028.00 0.923 5.068 3.752 0.75 <br />7,028.25 0.929 5.299 3.846 0.75 <br />7,028.50 0.935 5.532 3.937 0.75 <br />7,028.75 0.941 5.767 4.025 1.45 <br />7,029.00 0.947 6.003 4.112 1.85 Spillway #1 <br />7,029.25 0.953 6.240 4.198 2.00 <br />7,029.50 0.959 6.479 5.739 2.60 <br />7,029.7s 0.965 6.719 9.097 1.65 <br />7,029.96 0.970 6.924 IO.ZB6 1.35 Peak Stage <br />7,030.00 0.971 6.961 10.505 <br />7,030.25 0.977 7.205 11.745 <br />7,030.50 0.983 7.450 12.866 <br />7,030.7s 0.989 7.696 13.896 <br />7,031.00 0.995 7.944 14.856 <br />7,031.25 1.001 8.194 15.757 <br />7,031.50 1.008 8.49s 16.609 <br />7,031.75 1.014 8.697 17.420 <br />7,032.00 1.020 8.952 18.195 <br />*Designates time(s) to dewater have been extrapo/aced beyond the 50 hour hydrograph limit. <br />Detailed Discharge Table <br />• <br />Filename: pondtrev.sc4 Printed 07-18-2001 <br />