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<br />.
<br />
<br />.
<br />
<br />.
<br />
<br />Table 4.3 Effective and Duplicate One-Foot Floodway Results.
<br />
<br />Duplicate Effective Condition
<br />
<br />Base Flood Water Surface
<br />Elevation (ft, NGVD)
<br />
<br />Location
<br />
<br />Without
<br />Floodway
<br />
<br />With
<br />Floodway
<br />
<br />Floodway
<br />
<br />Mean
<br />Velocity
<br />(sq ft) (fps)
<br />As Reported In:
<br />
<br />Increase
<br />
<br />Increase
<br />
<br />D/S Current Study Limit
<br />D/S Timnath Diversion Dam
<br />VIS Timnath Diversion Dam
<br />
<br />0.9
<br />
<br />0.4
<br />0.5
<br />0.4
<br />0.6
<br />0,5
<br />
<br />(DELlF06 (IFTFW99)(1
<br />
<br />4924.2
<br />
<br />4925.1
<br />
<br />4924,5
<br />4926,7
<br />4927.9
<br />4930.3
<br />
<br />4924.9
<br />4927,2
<br />4928.3
<br />4930.9
<br />
<br />3,1
<br />
<br />2,160 6,2
<br />4,420 3.0
<br />2,455 5.4
<br />3,132 4.2
<br />1,41~ 2.:'!.
<br />As Reported In:
<br />
<br />4.2
<br />
<br />94
<br />
<br />848
<br />
<br />888
<br />990
<br />589
<br />435
<br />201
<br />
<br />1999)
<br />
<br />(COFC LOMR, FEMA
<br />
<br />0.9
<br />
<br />4924.2
<br />
<br />4925
<br />
<br />4.2
<br />
<br />3,194
<br />
<br />848
<br />
<br />AJ:218012
<br />
<br />---
<br />
<br />
<br />0.4
<br />0.6
<br />0.5
<br />
<br />--- ---
<br />- -
<br />4928,3 4927.9
<br />- -
<br />4930.9 4930.3
<br />- -
<br />4932.4 4931.9
<br />COFC FIS, FEMA 1996)
<br />4932.7 4932.3
<br />- -
<br />--- ---
<br />
<br />--- ---
<br />- -
<br />2,455 5.4
<br />3,132 4.2
<br />1,412 9.4
<br />As Reported In:
<br />1,507 8,8
<br />
<br />--- ---
<br />
<br />---
<br />
<br />
<br />589
<br />435
<br />201
<br />
<br />I
<br />I
<br />AK:219777
<br />AL:220627
<br />221637
<br />
<br />8017
<br />8990
<br />
<br />2
<br />2
<br />
<br />D/S Lema~ Bridge
<br />
<br />4932.4 4931.9
<br />- -
<br />DE1F06 (IFTFLW A Y))
<br />4932.7 4932.3
<br />
<br />VIS Lemay Bridge
<br />D/S Mulberry Bridge
<br />U/S Mulberry Bridge
<br />Lincoln Spill Confluence
<br />
<br />0.4
<br />0.3
<br />0.3
<br />0,2
<br />0,9
<br />0.6
<br />0.4
<br />
<br />4934.5
<br />4934.5
<br />4936.7
<br />4939.9
<br />4943.4
<br />4946.6
<br />
<br />4934,8
<br />4934.8
<br />4936,9
<br />4940.8
<br />4944,0
<br />4947,0
<br />
<br />8,8
<br />5.3
<br />4,8
<br />6.4
<br />6,1
<br />6.6
<br />12.4
<br />
<br />1,507
<br />2,503
<br />2,765
<br />2,064
<br />2,198
<br />2,010
<br />1,069
<br />
<br />201
<br />299
<br />315
<br />520
<br />584
<br />300
<br />167
<br />
<br />0.4
<br />
<br />0.3
<br />0,2
<br />0,9
<br />0.6
<br />0.4
<br />
<br />4934.5
<br />4936.7
<br />4939.9
<br />4943.4
<br />4946.6
<br />
<br />4934.8
<br />4936,9
<br />4940.8
<br />4944,0
<br />4947,0
<br />
<br />4,8
<br />6.4
<br />6.1
<br />6.6
<br />12.4
<br />
<br />2,765
<br />2,064
<br />2,198
<br />2,010
<br />1,069
<br />
<br />201
<br />
<br />315
<br />520
<br />584
<br />300
<br />167
<br />
<br />AM:221702
<br />222377
<br />AN:222452
<br />
<br />AO:223617
<br />AP:224597
<br />AQ:226167
<br />AR:227397
<br />
<br />D/S Lincoln Bridge
<br />D/S Project Limit
<br />U/S Lincoln Bridge
<br />Lincoln Spill Divergence
<br />
<br />0.5
<br />
<br />4947.0
<br />
<br />4947.5
<br />
<br />13.1
<br />
<br />1,015
<br />
<br />155
<br />
<br />227437
<br />
<br />0,0
<br />
<br />1,334 10.3 4951.6 4951.6
<br />As Reported In: IDEUlF06 (RCUP1F05))
<br />
<br />123
<br />
<br />0,0
<br />
<br />4951.6 4951.6
<br />- -
<br />Table 6.7 RAP, ACE 2005
<br />
<br />1,334 10.3
<br />As Reported In:
<br />
<br />123
<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 />U/S Linden Bridge
<br />
<br />D/S B.N.R.R. Bridge
<br />
<br />VIS B.N,R.R, Bridge
<br />
<br />0.0
<br />
<br />0,0
<br />0.0
<br />0.0
<br />0.0
<br />0.4
<br />0.4
<br />0.1
<br />
<br />Effective Condition
<br />
<br />Base Flood Water Surface
<br />Elevation (ft, NGVD)
<br />
<br />Section
<br />Area
<br />
<br />Width
<br />(ft)
<br />
<br />Without
<br />Floodway
<br />
<br />With
<br />Floodway
<br />
<br />Floodway
<br />
<br />Mean
<br />Velocity
<br />(sq ft) (fps)
<br />--
<br />As Reported In:
<br />
<br />4953.7
<br />
<br />4953,7
<br />4954.5
<br />4956.5
<br />
<br />4956.5
<br />4958.2
<br />4958.3
<br />4958.5
<br />
<br />Section
<br />Area
<br />
<br />Width
<br />(ft)
<br />
<br />Cross Section
<br />ID:Station
<br />
<br />4953.7
<br />
<br />4953,7
<br />4954,5
<br />4956.5
<br />4956,5
<br />4958.6
<br />4958.7
<br />4958.6
<br />
<br />7.1
<br />
<br />6.8
<br />8,3
<br />5.4
<br />10,7
<br />8.0
<br />7,8
<br />9.4
<br />
<br />1,931
<br />
<br />2,002
<br />1,649
<br />2,547
<br />1,282
<br />1,716
<br />1,763
<br />1 ,460
<br />
<br />193
<br />
<br />200
<br />260
<br />375
<br />180
<br />166
<br />188
<br />282
<br />
<br />0.0
<br />
<br />0.0
<br />0.0
<br />0.0
<br />0,0
<br />0.4
<br />0.4
<br />0,1
<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 />
<br />4953,7
<br />
<br />4953.7
<br />4954.5
<br />4956.5
<br />4956.5
<br />4958.6
<br />4958.7
<br />4958.6
<br />
<br />7.1
<br />
<br />6.8
<br />8.3
<br />5.4
<br />10,7
<br />8,0
<br />7,8
<br />9.4
<br />
<br />1,931
<br />
<br />2,002
<br />1,649
<br />2,547
<br />1
<br />
<br />,282
<br />,716
<br />,763
<br />,460
<br />
<br />193
<br />
<br />200
<br />260
<br />375
<br />180
<br />166
<br />188
<br />282
<br />
<br />228637
<br />
<br />A T:228687
<br />229322
<br />
<br />AV:229477
<br />229757
<br />
<br />229997
<br />
<br />A V:230017
<br />230193
<br />
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