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SEDCAD 4 for Windows <br />Copyright 1998 Pamela J. Schwab <br />Cinl Software Design <br /> <br />Elevation Area <br /> <br />(ac) Capacity <br /> <br />(ac~R) Discharge <br /> <br />(~) Dewater <br />Tme <br />(hrs) <br />7,385.00 0.334 1.349 0.000 <br />7,385.50 0.360 1.522 0.000 <br />7,386.00 0.387 1.709 0.000 <br />7,386.50 0.410 1.908 0.000 <br />7,387.00 0.434 2.119 0.000 <br />7,387.50 0.458 2.342 0.000 <br />7,388.00 0.484 2.577 0.000 <br />7,388.50 0.503 2.824 0.000 <br />7,389.00 0.523 3.081 0.000 <br />7,389.50 0.544 3.347 0.000 <br />7,390.00 0.564 3.624 0.000 <br />7,390.50 0.585 3.912 0.000 <br />7,391.00 0.605 4.209 0.000 <br />7,391.50 0.626 4.517 0.000 <br />7,391.80 0.639 4.707 0.000 Spillway #1 <br />7,392.00 0.648 4.835 0.992 8.30 <br />7,392.50 0.668 5.164 3.471 9.90 <br />7,392.95 0.686 5.467 28.379 3.05 Peak stage <br />7,393.00 0.688 5.503 31.347 <br />7,393.50 0.709 5.853 65.950 <br />7,394.00 0.730 6.212 108.289 <br />Detailed Discharge Table <br /> <br /> <br />Elevation <br />Emergency <br />Spillway (ds) Combined <br />Total <br />Discha e <br />(~) <br />7,378.00 0.000 0.000 <br />7,378.50 0.000 0.000 <br />7,379.00 0.000 0.000 <br />7,379.50 0.000 0.000 <br />7,380.00 0.000 0.000 <br />7,380.50 0.000 0.000 <br />7,381.00 0.000 0.000 <br />7,381.50 0.000 0.000 <br />7,382.00 0.000 0.000 <br />7,382.50 0.000 0.000 <br />7,383.00 0.000 0.000 <br />7,383.50 0.000 0.000 <br />7,384.00 0.000 0.000 <br />CJ <br />r1 <br />LJ <br />• <br />Filename: Pontl15A625yrrev.sc4 Printed OS-2A-2000 <br />