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~~ <br />IL-.1~ <br />SEDCAD 4 for Windows <br />f:nmminM loon-9(V19 Pamala .~ Gh~u~h <br />11 <br /> <br />Elevation Area <br /> <br />(ac) Capacity <br /> <br />(ac-ft) Discharge <br /> <br />(~) Dewater <br />Time <br />(hrs) <br />93.00 0.083 0.198 0.000 <br />94.00 0.096 0.287 0.000 <br />95.00 0.110 0.390 0.000 <br />96.00 0.116 0.503 0.000 <br />97.00 0.122 0.622 0.000 <br />98.00 0.128 0.746 0.000 <br />99.00 0.134 0.877 0.000 <br />100.00 0.140 1.014 0.000 Spillway #1 <br />100.01 0.144 1.016 0.885 9.55 Peak Stage <br />101.00 0.155 1.161 64.765 <br />102.00 0.170 1.323 225.191 <br />Detailed Discharge Table <br />• <br /> <br />Elevation <br />(ft) <br />Emergency <br />Spillway (cfs) Combined <br />Total <br />Discharge <br />(cfs) <br />90.00 0.000 0.000 <br />90.01 0.000 0.000 <br />91.00 0.000 0.000 <br />92.00 0.000 0.000 <br />93.00 0.000 0.000 <br />94.00 0.000 0.000 <br />95.00 0.000 0.000 <br />96.00 0.000 0.000 <br />97.00 0.000 0.000 <br />98.00 0.000 0.000 <br />99.00 0.000 0.000 <br />100.00 0.000 0.000 <br />101.00 64.765 64.765 <br />102.00 225.191 225.191 <br />Structure #6 (Erodib/e Channel1 <br />Section 16 Pond Ditch West <br />Triangular Erodible Channel Inputs: <br />Material: Cobbles and shingles <br />• <br />Filename: Secl6Mining1024.sc4 <br />Exh. 7-140-14 <br />Printed 05-25-2007 <br />Revision Date: 5/25/07 <br />Revision No.: TR-65 <br />