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SEDCAD 4 for Windows <br />Copyright 199e Pamela J. Schwab <br />Civil Software Design <br /> <br />Elevation Area <br /> <br />(ac) Capacity <br /> <br />(ac-R) Discharge <br /> <br />(~) Dewater <br />Time <br />(hrs) <br />7,384.58 0.314 0.000 0.000 Top of Sed. Storage <br />7,385.00 0.334 0.135 0.000 <br />7,385.50 0.360 0.309 0.000 <br />7,386.00 0.387 0.495 0.000 <br />7,386.50 0.410 0.694 0.000 <br />7,387.00 0.434 0.905 0.000 <br />7,387.50 0.458 1.128 0.000 <br />7,388.00 0.484 1.364 0.000 <br />7,388.50 0.503 1.610 0.000 <br />7,389.00 0.523 1.867 0.000 <br />7,389.50 0.544 2.134 0.000 <br />7,390.00 0.564 2.411 0.000 Spillway #1 <br />7,390.50 O.SBS 2.698 5.165 13.30 <br />7,391.00 0.605 2.995 8.509 1.00 <br />7,391.50 0.626 3.303 10.421 0.70 <br />7,391.72 0.636 3.440 11.135 0.55 Peak Stage <br />7,391.80 0.639 3.493 11.415 Spillway +C2 <br />7,392.00 0.648 3.622 13.026 <br />7,392.50 0.668 3.951 16.925 <br />7,393.00 0.668 4.290 46.085 <br />7,393.50 0.709 4.639 61.869 _ <br />7,394.00 0.730 4.999 125.306 <br />Detailed Discharge Table <br /> <br /> <br />Elevation <br />Drop Inlet <br />(~) <br />Emergency <br />Spillway (cfs) Combined <br />Total <br />Discharge <br />(~) <br />7,384.58 0.000 0.000 0.000 <br />7,385.00 0.000 0.000 0.000 <br />7,385.50 0.000 0.000 0.000 <br />7,386.00 0.000 0.000 0.000 <br />7,386.50 0.000 0.000 0.000 <br />7,387.00 0.000 0.000 0.000 <br />7,387.50 0.000 0.000 0.000 <br />7,388.00 0.000 0.000 0.000 <br />7,388.50 0.000 0.000 0.000 <br />7,389.00 0.000 0.000 0.000 <br />7,389.50 0.000 0.000 0.000 <br />7,390.00 0.000 0.000 0.000 <br />• <br />~1 <br />LJ <br />u <br />Filename: Pond15AB10yrrev.sc4 Printed OS-2a-2000 <br />