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SEDCAD 4 for Windows
<br />/`nn..rinh1 4000 9Aln Domino I Crhuroh
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<br />34
<br />Elevation
<br />Area
<br />(ac)
<br />Capacity
<br />(ac -ft)
<br />Discharge
<br />(cfs)
<br />Dewater
<br />Time
<br />(hrs)
<br />6,631.00
<br />0.712
<br />0.731
<br />0.105
<br />39.50*
<br />6,631.50
<br />0.767
<br />1.100
<br />0.203
<br />22.05*
<br />6,632.00
<br />0.824
<br />1.498
<br />0.254
<br />18.98*
<br />6,632.50
<br />0.883
<br />1.925
<br />0.295
<br />17.52*
<br />6,633.00
<br />0.944
<br />2.382
<br />0.331
<br />16.72*
<br />6,633.50
<br />1.007
<br />2.870
<br />0.363
<br />16.28*
<br />6,634.00
<br />1.073
<br />3.390
<br />0.392
<br />16.05*
<br />6,634.50
<br />1.140
<br />3.943
<br />0.419
<br />15.96*
<br />6,635.00
<br />1.209
<br />4.530
<br />0.445
<br />15.96*
<br />6,635.50
<br />1.282
<br />5.152
<br />0.469
<br />16.06*
<br />6,636.00
<br />1.358
<br />5.812
<br />0.492
<br />16.22*
<br />6,636.50
<br />1.435
<br />6.511
<br />0.514
<br />16.43*
<br />6,637.00
<br />1.515
<br />7.248
<br />0.535
<br />16.67*
<br />6,637.50
<br />1.597
<br />8.026
<br />0.555
<br />16.95*
<br />6,638.00
<br />1.681
<br />8.846
<br />0.575
<br />17.25*
<br />6,638.50
<br />1.768
<br />9.708
<br />0.891
<br />11.71*
<br />6,639.00
<br />1.856
<br />10.614
<br />1.032
<br />10.62*
<br />6,639.50
<br />1.947
<br />11.565
<br />1.442
<br />7.98*
<br />6,640.00
<br />2.040
<br />12.561
<br />1.662
<br />7.26*
<br />6,640.50
<br />2.160
<br />13.611
<br />1.843
<br />7.45
<br />6,641.00
<br />2.283
<br />14.721
<br />2.003
<br />8.50
<br />Spillway #2
<br />6,641.50
<br />2.410
<br />15.894
<br />8.608
<br />6.45
<br />6,642.00
<br />2.540
<br />17.131
<br />19.791
<br />6.90
<br />Spillway #1
<br />6,642.50
<br />2.673
<br />18.435
<br />51.451
<br />4.75
<br />6,642.89
<br />2.780
<br />19.501
<br />76.069
<br />1.15
<br />Peak Stage
<br />6,643.00
<br />2.810
<br />19.805
<br />83.107
<br />6,643.50
<br />2.951
<br />21.246
<br />157.258
<br />6,644.00
<br />3.095
<br />22.757
<br />243.866
<br />6,644.50
<br />3.242
<br />24.341
<br />347.336
<br />6,645.00
<br />3.392
<br />25.999
<br />475.621
<br />6,645.50
<br />3.596
<br />27.746
<br />621.084
<br />6,646.00
<br />3.805
<br />29.596
<br />788.590
<br />6,646.50
<br />4.020
<br />31.552
<br />962.647
<br />6,647.00
<br />4.241
<br />33.617
<br />1,158.609
<br />6,647.50
<br />4.467
<br />35.794
<br />1,371.392
<br />6,648.00
<br />4.700
<br />38.085
<br />1,601.086
<br />6,648.50
<br />4.939
<br />40.495
<br />1,847.813
<br />6,649.00
<br />5.183
<br />43.025
<br />2,111.717
<br />6,649.50
<br />5.434
<br />45.679
<br />2,392.964
<br />6,650.00
<br />5.690
<br />48.460
<br />2,691.731
<br />*Designates time(s) to dewater have been extrapolated beyond the 50 hour hydrograph limit.
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<br />Filename: Collom 1024 w east Divert 3 27.sc4 Printed 03 -27 -2011
<br />Exh. 7- 23A -38 Revision Date: 03/25/11
<br />Revision No.: PR -03
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