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SEDCAD 4 for Windows
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<br />1000 OM n D-1, 1 C,h--k
<br />14
<br />Elevation
<br />Area
<br />(ac)
<br />Capacity
<br />(ac -ft)
<br />Discharge
<br />(cfs)
<br />Dewater
<br />Time
<br />(hrs)
<br />7,059.75
<br />0.203
<br />0.440
<br />0.000
<br />7,060.00
<br />0.209
<br />0.492
<br />0.000
<br />7,060.25
<br />0.214
<br />0.545
<br />0.000
<br />7,060.50
<br />0.220
<br />0.599
<br />0.000
<br />7,060.75
<br />0.225
<br />0.655
<br />0.000
<br />7,061.00
<br />0.231
<br />0.712
<br />0.000
<br />7,061.25
<br />0.237
<br />0.771
<br />0.000
<br />7,061.50
<br />0.243
<br />0.831
<br />0.000
<br />7,061.75
<br />0.248
<br />0.892
<br />0.000
<br />7,062.00
<br />0.254
<br />0.955
<br />0.000
<br />7,062.25
<br />0.260
<br />1.019
<br />0.000
<br />7,062.50
<br />0.266
<br />1.085
<br />0.000
<br />7,062.75
<br />0.272
<br />1.152
<br />0.000
<br />7,063.00
<br />0.279
<br />1.221
<br />0.000
<br />7,063.25
<br />0.285
<br />1.291
<br />0.000
<br />7,063.50
<br />0.291
<br />1.363
<br />0.000
<br />7,063.75
<br />0.297
<br />1.437
<br />0.000
<br />7,064.00
<br />0.304
<br />1.512
<br />0.000
<br />7,064.25
<br />0.310
<br />1.589
<br />0.000
<br />7,064.50
<br />0.317
<br />1.667
<br />0.000
<br />Low hole SPW #1
<br />7,064.75
<br />0.323
<br />1.748
<br />0.236
<br />4.10*
<br />7,065.00
<br />0.330
<br />1.829
<br />0.334
<br />3.50
<br />7,065.25
<br />0.337
<br />1.913
<br />0.409
<br />2.70
<br />7,065.50
<br />0.344
<br />1.998
<br />0.473
<br />2.35
<br />7,065.75
<br />0.350
<br />2.084
<br />0.765
<br />1.75
<br />7,066.00
<br />0.357
<br />2.173
<br />0.913
<br />1.25
<br />7,066.25
<br />0.364
<br />2.263
<br />1.035
<br />1.15
<br />7,066.50
<br />0.371
<br />2.355
<br />1.141
<br />1.00
<br />7,066.75
<br />0.378
<br />2.449
<br />1.238
<br />1.05
<br />7,067.00
<br />0.385
<br />2.544
<br />1.326
<br />3.75
<br />7,067.15
<br />0.390
<br />2.603
<br />1.377
<br />3.30
<br />Peak Stage
<br />7,067.25
<br />0.392
<br />2.641
<br />1.409
<br />7,067.50
<br />0.400
<br />2.740
<br />1.487
<br />7,067.75
<br />0.407
<br />2.841
<br />1.561
<br />7,068.00
<br />0.415
<br />2.944
<br />1.632
<br />7,068.25
<br />0.422
<br />3.049
<br />1.699
<br />7,068.50
<br />0.430
<br />3.155
<br />1.764
<br />7,068.75
<br />0.437
<br />3.264
<br />1.827
<br />7,069.00
<br />0.445
<br />3.374
<br />1.887
<br />7,069.25
<br />0.452
<br />3.486
<br />1.946
<br />7,069.50
<br />---------------------
<br />7,069.60
<br />0.460
<br />0.463
<br />3.600
<br />-
<br />3.646
<br />2.002
<br />2.025
<br />--
<br />Spillway #1
<br />7,069.75
<br />0.468
<br />3.716
<br />2.058
<br />7,070.00
<br />0.476
<br />3.834
<br />3.694
<br />Filename TR -105 Sec 28Pond 1024.sc4 Printed 02-04-2015
<br />Exh. 7-20A-36 Revision Date: 02/15/2015
<br />Revision No.: TR -105
<br />
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