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<br />.
<br />
<br />.
<br />
<br />.
<br />
<br />Table 4.5 Effective and Duplicate Tenth-Foot Floodway Results.
<br />
<br />Duplicate Effective Condition
<br />
<br />Effective Condition
<br />
<br />Base Flood Water Surface
<br />Elevation (ft, NGVD)
<br />
<br />Mean
<br />Velocity
<br />(fps)
<br />In: [DETFW06 (THFTFW A Y
<br />
<br />4924.3
<br />
<br />Mean
<br />Velocity
<br />(fps)
<br />[Appendix C; AYRES 20001
<br />
<br />4924.3
<br />
<br />Location
<br />
<br />Base Flood Water Surface
<br />Elevation (ft, NGVD)
<br />
<br />Without
<br />Floodway
<br />
<br />With
<br />Floodway
<br />
<br />Increase
<br />
<br />Increase
<br />
<br />(sq ft)
<br />As Reported
<br />
<br />(sq ft)
<br />As Reported In:
<br />
<br />D/S Current Study Limit
<br />D/S Timnath Diversion Dam
<br />U/S Timnath Diversion Dam
<br />
<br />0.1
<br />
<br />4924.2
<br />
<br />4,0
<br />
<br />3,323
<br />
<br />1,228
<br />
<br />0,1
<br />
<br />4924,2
<br />
<br />4,0
<br />
<br />3,323
<br />
<br />D/S Lemay Bridge
<br />VIS Lemay Bridge
<br />D/S Mulberry Bridge
<br />U/S Mulberry Bridge
<br />Lincoln Spill Confluence
<br />
<br />0.0
<br />0.1
<br />0.1
<br />0.1
<br />0,1
<br />0.1
<br />0.0
<br />0.0
<br />0,0
<br />0,1
<br />0,2
<br />0.2
<br />
<br />4924.5
<br />4926.7
<br />4927,9
<br />4930.3
<br />4931.9
<br />4931.9
<br />4934.4
<br />4934.4
<br />4936,7
<br />4939,9
<br />4943.4
<br />4946.6
<br />
<br />4924.5
<br />4926.8
<br />4928,0
<br />4930.4
<br />4932,0
<br />4932.0
<br />4934.4
<br />4934.4
<br />4936,7
<br />4940,0
<br />4943,6
<br />4946.8
<br />
<br />5.5
<br />2,8
<br />4,7
<br />3,7
<br />9,6
<br />9,0
<br />5.4
<br />5,0
<br />4.5
<br />5.3
<br />5.7
<br />13.0
<br />
<br />2,402
<br />4,812
<br />2,821
<br />3,629
<br />1,384
<br />1,480
<br />2,452
<br />2,642
<br />2,943
<br />2,493
<br />2,346
<br />1,026
<br />
<br />1,238
<br />1 ,400
<br />839
<br />681
<br />235
<br />230
<br />317
<br />314
<br />940
<br />934
<br />558
<br />166
<br />
<br />0,0
<br />0,1
<br />0.1
<br />0,1
<br />0.1
<br />0.1
<br />0.0
<br />0,0
<br />0.0
<br />0,1
<br />0.2
<br />0,2
<br />
<br />4924,5
<br />4926,7
<br />4927.9
<br />4930.3
<br />4931,9
<br />4931,9
<br />4934.4
<br />4934.4
<br />4936.7
<br />4939.9
<br />4943.4
<br />4946.6
<br />
<br />4924,5
<br />4926.8
<br />4928.0
<br />4930.4
<br />4932.0
<br />4932,0
<br />4934.4
<br />4934.4
<br />4936.7
<br />4940.0
<br />4943,6
<br />4946,8
<br />
<br />5,5
<br />2,8
<br />4.7
<br />3.7
<br />9.6
<br />9,0
<br />5.4
<br />5.0
<br />4.5
<br />5.3
<br />5.7
<br />13.0
<br />
<br />2,402
<br />4,812
<br />2,821
<br />3,629
<br />1,384
<br />1,480
<br />2,452
<br />2,642
<br />2,943
<br />2,493
<br />2,346
<br />1,026
<br />
<br />1,228
<br />
<br />1,238
<br />1,400
<br />839
<br />681
<br />235
<br />230
<br />317
<br />314
<br />940
<br />934
<br />558
<br />166
<br />
<br />AJ:218012
<br />
<br />218017
<br />218990
<br />AK:219777
<br />AL:220627
<br />
<br />221637
<br />AM:221702
<br />222377
<br />
<br />AN:222452
<br />AO:223617
<br />AP:224597
<br />AQ:226167
<br />AR:227397
<br />
<br />D/S Lincoln Bridge
<br />D/S Project Limit
<br />VIS Lincoln Bridge
<br />Lincoln Spill Divergence
<br />
<br />0,2
<br />
<br />4947,0
<br />
<br />4947,2
<br />
<br />13.7
<br />
<br />970
<br />
<br />153
<br />
<br />0.2
<br />
<br />4947.0
<br />
<br />4947.2
<br />
<br />13.7
<br />
<br />970
<br />
<br />153
<br />
<br />227437
<br />
<br />0.2
<br />
<br />4951.8 4951.6
<br />IDETFW06 (RCUPTF05)!
<br />
<br />1,349 0.2
<br />As Reported In:
<br />
<br />122
<br />
<br />0,2
<br />
<br />4951.6
<br />ACE 2005
<br />
<br />1,349 10.2 4951.8
<br />As Reported In: [Table 6.9 RAP
<br />
<br />122
<br />
<br />AS:228117
<br />
<br />D/S Study Limit 2005
<br />Removal Action LOMR
<br />U/S Project Limit
<br />D/S Linden Bridge
<br />VIS Linden Bridge
<br />
<br />D/S B.N.R.R. Bridge
<br />VIS B.N,R.R. Bridge
<br />
<br />Center of Boat Chute
<br />
<br />Floodway
<br />
<br />Section
<br />Area
<br />
<br />0,1
<br />
<br />0.1
<br />0.0
<br />0.0
<br />0.1
<br />0.1
<br />0.1
<br />0.1
<br />0,1
<br />
<br />Width
<br />(ft)
<br />
<br />Without
<br />Floodway
<br />
<br />With
<br />Floodway
<br />
<br />Floodway
<br />
<br />Section
<br />Area
<br />
<br />4953,7
<br />
<br />4953,7
<br />4954.5
<br />4956.5
<br />4956,5
<br />4958,2
<br />4958.3
<br />4958.5
<br />4959.5
<br />
<br />Width
<br />(ft)
<br />
<br />Cross Section
<br />ID:Station
<br />
<br />4953,8
<br />
<br />4953,8
<br />4954.5
<br />4956.5
<br />4956.6
<br />4958.3
<br />4958.4
<br />4958.6
<br />4959,6
<br />
<br />7.0
<br />
<br />6.8
<br />8.2
<br />5.3
<br />10.1
<br />8.2
<br />8.0
<br />6.9
<br />6.2
<br />
<br />1,946
<br />
<br />2,017
<br />1,663
<br />2,591
<br />1,358
<br />1,670
<br />1,713
<br />1,997
<br />2,207
<br />
<br />193
<br />
<br />200
<br />260
<br />380
<br />190
<br />166
<br />188
<br />511
<br />666
<br />
<br />0,1
<br />
<br />QI
<br />QO
<br />QO
<br />Ql
<br />QI
<br />QI
<br />QI
<br />QI
<br />
<br />4953,7
<br />
<br />4953.7
<br />4954,5
<br />4956,5
<br />4956.5
<br />4958.2
<br />4958.3
<br />4958.5
<br />4959,5
<br />
<br />4953,8
<br />
<br />4953.8
<br />4954,5
<br />4956,5
<br />4956.6
<br />4958,3
<br />4958,4
<br />4958.6
<br />4959,6
<br />
<br />7.0
<br />
<br />6.8
<br />8,2
<br />5.3
<br />10.1
<br />8.2
<br />8,0
<br />6.9
<br />6.2
<br />
<br />1,946
<br />
<br />2,017
<br />1,663
<br />2,591
<br />
<br />1,358
<br />1,670
<br />1,713
<br />1,997
<br />2,207
<br />
<br />193
<br />
<br />200
<br />260
<br />380
<br />190
<br />166
<br />188
<br />511
<br />666
<br />
<br />228637
<br />
<br />A T:228687
<br />229322
<br />
<br />AU:229477
<br />229757
<br />
<br />229997
<br />
<br />AV:230017
<br />230193
<br />
<br />230355
<br />
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