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SEDCAD 4 for Windows <br />loo❑ onIn D-1, i Q,h--k <br />13 <br />Structure #5 fflond� <br />INT Stock Pond 1 <br />Pond Inputs: <br />Pond Results: <br />Initial Pool Elev: 100.00 ft <br />Initial Pool: 2.01 ac -ft <br />Emergency Spillway <br />Spillway Elev Crest Length Left Right Bottom <br />(ft) Sideslope Sideslope Width (ft) <br />100.00 20.00 2.00:1 2.00:1 20.00 <br />Peak Elevation: 101.37 ft <br />Dewater Time: 0.70 days <br />Dewatering time is calculated from peak stage to lowest spillway <br />Elevation -Capacity -Discharge Table <br />Filename: West Taylor Trib PMTChannels 10024.sc4 Printed 02-27-2015 <br />Exh. 7-20E-20 Revision Date: 02/15/2015 <br />Revision No.: TR -105 <br />Area <br />Capacity <br />Discharge Dewater <br />Elevation <br />Time <br />(ac) <br />(ac -ft) <br />(cfs) <br />(hrs) <br />90.00 <br />0.050 <br />0.000 <br />0.000 <br />90.01 <br />0.050 <br />0.001 <br />0.000 <br />90.50 <br />0.060 <br />0.027 <br />0.000 <br />91.00 <br />0.072 <br />0.061 <br />0.000 <br />91.50 <br />0.084 <br />0.100 <br />0.000 <br />92.00 <br />0.098 <br />0.145 <br />0.000 <br />92.50 <br />0.112 <br />0.198 <br />0.000 <br />93.00 <br />0.128 <br />0.258 <br />0.000 <br />93.50 <br />0.144 <br />0.326 <br />0.000 <br />94.00 <br />0.162 <br />0.402 <br />0.000 <br />94.50 <br />0.181 <br />0.488 <br />0.000 <br />95.00 <br />0.200 <br />0.583 <br />0.000 <br />95.50 <br />0.215 <br />0.687 <br />0.000 <br />96.00 <br />0.231 <br />0.798 <br />0.000 <br />96.50 <br />0.248 <br />0.918 <br />0.000 <br />97.00 <br />0.265 <br />1.046 <br />0.000 <br />97.50 <br />0.283 <br />1.183 <br />0.000 <br />98.00 <br />0.301 <br />1.329 <br />0.000 <br />98.50 <br />0.320 <br />1.485 <br />0.000 <br />99.00 <br />0.339 <br />1.650 <br />0.000 <br />99.50 <br />0.359 <br />1.824 <br />0.000 <br />Filename: West Taylor Trib PMTChannels 10024.sc4 Printed 02-27-2015 <br />Exh. 7-20E-20 Revision Date: 02/15/2015 <br />Revision No.: TR -105 <br />