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SEDCAD 4 for Windows <br />Copyright 1990 Pamela J. Sohwab <br />Civil Soffwam Design ~ 5 <br />Elevation-Capacity-Discharge Table <br /> Area Capacity Discharge Dewater <br />Elevation Time <br /> (ac) (ac-ft) (ds) <br /> (hrs) <br />6,795.00 0.031 0.000 0.000 Top of Sed. Storage <br />6,795.50 0.037 0.017 0.000 <br />6,796.00 0.044 0.037 0.000 <br />6,796.50 0.052 0.061 0.000 Low hole SPW #2 <br />6,797.00 0.060 0.089 0.019 18.11' <br />6,797.50 0.068 0.121 0.026 14.72• <br />6,796.00 0.077 0.157 0.051 8.68' <br />6,798.50 0.087 0.199 0.063 7.85• <br />6,799.00 0.098 0.245 0.092 7.30 <br />6,799.50 0.109 0.296 0.109 6.20 <br />6,800.00 0.120 0.353 0.141 5.55 Spillway #Z <br />6,800.50 0.125 0.415 2.674 0.85 <br />6,801.00 0.131 0.479 3.782 0.25 <br />6,801.50 0.137 0.546 4.183 0.20 <br />6,802.00 0.143 0.616 4.282 0.20 <br />6,802.50 0.148 0.688 4.378 0.20 <br />6,603.00 0.155 0.764 4.472 0.20 <br />6,803.50 0.161 0.643 4.569 0.20 <br />6,804.00 0.167 0.925 4.655 0.25 <br />6,809.50 0.173 1.010 4.743 0.20 <br />6,805.00 0.180 1.098 9.830 0.25 <br />6,805.50 0.187 1.190 4.916 0.20 <br />6,806.00 0.195 1.286 5.000 0.25 <br />6,806.50 0.202 1.385 5.083 0.25 <br />6,807.00 0.210 1.488 5.164 0.20 <br />6,807.50 0.218 1.595 5.249 0.25 <br />6,808.00 0.226 1.706 5.323 0.30 <br />6,808.50 0.239 1.822 5.401 0.25 <br />6,609.00 0.243 1.941 5.477 0.25 <br />6,809.50 0.251 2.064 5.553 0.30 <br />6,810.00 0.260 2.192 5.627 0.45 Spillway #1 <br />6,810.50 0.275 2.326 8.118 5.40 <br />6,811.00 0.291 2.467 91.305 6.20 <br />6,811.50 0.307 2.617 164.582 0.25 <br />6,811.96 0.322 2.763 289.023 0.10 Peak Stage <br />6,812.00 0.323 2.779 297.059 <br />6,812.50 0.340 2.940 433.771 <br />6,613.00 0.357 3.114 593.711 <br />6,813.50 0.375 3.297 773.591 <br />Filename: 7 645A_P 1-10-24. sc4 <br />Printed 01-1 &2001 <br />