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SEDCAD 4 for Windows <br />Copyright 1998 Pamela J. Schwab <br />Civil Software Design <br />Elevation-Capacity-Discharge Table <br />• <br />u <br /> <br />Elevation Area <br /> <br />(ac) Capacity <br /> <br />(ac-ft) Discharge <br /> <br />(~s) Dewater <br />Tme <br />(hrs) <br />7,001.00 0.262 0.000 0.000 Top of Sed. 5[orage <br />7,001.00 0.262 0.001 0.000 <br />7,001.50 0.266 0.133 0.000 <br />7,002.00 0.271 0.267 0.000 <br />7,002.50 0.276 0.404 0.000 <br />7,003.00 0.260 0.543 0.000 <br />7,003.50 0.285 0.684 0.000 <br />7,004.00 0.290 0.827 0.000 <br />7,004.50 0.295 0.974 0.000 <br />7,005.00 0.299 1.122 0.000 <br />7,005.50 0.304 1.273 0.000 <br />7,006.00 0.309 1.426 0.000 Low hole SPW #1 <br />7,006.50 0.314 1.582 0.056 33.85` <br />7,007.00 0.319 1.740 0.134 14.24• <br />7,007.50 0.324 1.901 0.231 8.43* <br />7,008.00 0.329 2.065 0.287 7.65 <br />7,008.50 0.334 2.231 0.332 6.50 <br />7,009.00 0.390 2.399 0.372 5.80 Spillway #1 <br />7,009.50 0.345 2.570 2.256 10.45 <br />7,009.55 0.395 2.588 2.260 0.65 Peak Stage <br />7,010.00 0.350 2.744 2.297 Spillway #2 <br />7,010.50 0.350 2.919 9.755 <br />7,011.00 0.350 3.094 99.410 <br />7,011.50 0.350 3.269 200.185 <br />7,012.00 0.350 3.444 329.084 <br />*Designates time(s) to dewater have been extrapolated beyond the So hour hydrograph limit. <br />Detailed Discharge Table <br />• <br /> <br /> <br />Elevation <br /> <br />Perf. Riser (ds) <br />Emergency <br />S illwa Rs <br />P Y ( ) Combined <br />Total <br /> <br />Discharge <br />(cfs} <br />7,001.00 0.000 0.000 0.000 <br />7,001.00 0.000 0.000 0.000 <br />7,001.50 0.000 0.000 0.000 <br />7,002.00 0.000 0.000 0.000 <br />7,002.50 0.000 0.000 0.000 <br />7,003.00 0.000 0.000 0.000 <br />Filename: pond4.sc4 Printed 04-23-2001 <br />