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<br />SEDCAD 4 for Windows
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<br />Elevation
<br />Area
<br />(ac)
<br />Capacity
<br />(ac -ft)
<br />Discharge
<br />(cfs)
<br />Dewater
<br />Time
<br />(hrs)
<br />7,068.00
<br />0.415
<br />2.944
<br />1.632
<br />0.80
<br />7,068.25
<br />0.422
<br />3.049
<br />1.699
<br />0.75
<br />7,068.50
<br />0.430
<br />3.155
<br />1.764
<br />0.75
<br />7,068.75
<br />0.437
<br />3.264
<br />1.827
<br />0.70
<br />7,069.00
<br />0.445
<br />3.374
<br />1.887
<br />0.75
<br />7,069.25
<br />0.452
<br />3.486
<br />1.946
<br />0.70
<br />7,069.50
<br />0.460
<br />3.600
<br />2.002
<br />0.70
<br />7,069.60
<br />0.463
<br />3.646
<br />2.025
<br />0.25
<br />Spillway #1
<br />7,069.75
<br />7,070.00
<br />0.468
<br />0.476
<br />3.716
<br />3.834
<br />2.058
<br />3.694
<br />0.45
<br />0.60
<br />7,070.25
<br />0.484
<br />3.954
<br />6.859
<br />5.85
<br />7,070.50
<br />0.492
<br />4.076
<br />8.072
<br />0.65
<br />7,070.75
<br />0.500
<br />4.200
<br />9.124
<br />0.60
<br />7,071.00
<br />0.509
<br />4.326
<br />10.067
<br />0.45
<br />7,071.25
<br />0.517
<br />4.455
<br />10.929
<br />0.45
<br />7,071.50
<br />0.525
<br />4.585
<br />11.728
<br />0.35
<br />7,071.75
<br />0.533
<br />4.717
<br />12.476
<br />0.30
<br />7,072.00
<br />0.542
<br />4.852
<br />13.181
<br />0.35
<br />7,072.25
<br />0.550
<br />4.988
<br />13.851
<br />0.30
<br />7,072.50
<br />0.559
<br />5.127
<br />14.490
<br />0.35
<br />7,072.75
<br />0.568
<br />5.268
<br />15.101
<br />0.30
<br />7,073,00
<br />0.577
<br />5.411
<br />15.689
<br />0.40
<br />7,073.25
<br />0.586
<br />5.556
<br />16.256
<br />0.50
<br />7,073.28
<br />0.587
<br />5.573
<br />16.320
<br />0.10
<br />Peak Stage
<br />7,073.50
<br />0.595
<br />5.704
<br />16.803
<br />7,073.75
<br />0.604
<br />5.854
<br />17.333
<br />7,074.00
<br />0.613
<br />6.006
<br />17.848
<br />7,074,25
<br />0.622
<br />6.160
<br />18.348
<br />7,074,50
<br />0.631
<br />6.317
<br />18.835
<br />7,074.75
<br />0.640
<br />6.476
<br />19.309
<br />7,075.00
<br />0.649
<br />6.637
<br />19.772
<br />7,075.25
<br />0.660
<br />6.800
<br />20.225
<br />7,075.50
<br />0.671
<br />6.967
<br />20.668
<br />7,075.75
<br />0.682
<br />7.136
<br />21.101
<br />7,076.00
<br />0.693
<br />7.308
<br />21.526
<br />7,076.25
<br />0.704
<br />7.482
<br />21.942
<br />7,076.50
<br />0.716
<br />7.660
<br />22.351
<br />7,076.75
<br />0.727
<br />7.840
<br />22.752
<br />7,077.00
<br />0.739
<br />8.024
<br />23.146
<br />Spillway #2
<br />7,077.25
<br />0.746
<br />8.209
<br />34.698
<br />7,077.50
<br />0.753
<br />8.397
<br />46.244
<br />7,077.75
<br />0.760
<br />8.586
<br />57.604
<br />7,078.00
<br />0.768
<br />8.777
<br />89.045
<br />Filename: Sec 28 100 24.sc4
<br />19
<br />Printed 12 -08 -2010
<br />Exh. 7- 20A -58 Revision Date: 12/31/10
<br />Revision No.: TR -81
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