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<br />FLOODING SOURCE
<br />
<br />Table 2. F100dway Data
<br />
<br />FLOODWAY
<br />
<br />Section Area
<br />(Square Feet)
<br />
<br />Mean
<br />Velocity
<br />(Feet per
<br />Second)
<br />
<br />Width
<br />Distance1 (Feet)
<br />
<br />Cross Section
<br />
<br />Sand Creek
<br />(C
<br />
<br />~
<br />'"
<br />
<br />BL
<br />BM
<br />BN
<br />BO
<br />BP
<br />BQ
<br />BR
<br />BS
<br />BT
<br />BU
<br />BV
<br />BW
<br />BX
<br />BY
<br />BZ
<br />CA
<br />CB
<br />CC
<br />
<br />51,485
<br />52,380
<br />52,580
<br />53,095
<br />53,550
<br />54,590
<br />55, 645
<br />56,500
<br />57,495
<br />58,645
<br />59,485
<br />60, 685
<br />60, 686
<br />61,381
<br />63,621
<br />64,091
<br />64,891
<br />65, 046
<br />
<br />125
<br />60
<br />107
<br />120
<br />50
<br />99
<br />39
<br />80
<br />170
<br />65
<br />150
<br />130
<br />60
<br />100
<br />90
<br />164
<br />41
<br />90/02
<br />
<br />466
<br />324
<br />489
<br />426
<br />305
<br />378
<br />308
<br />393
<br />490
<br />296
<br />390
<br />350
<br />255
<br />427
<br />264
<br />427
<br />223
<br />270
<br />
<br />9.2
<br />13.3
<br />8.8
<br />10.1
<br />14.1
<br />11.1
<br />13.6
<br />9.9
<br />8.0
<br />12.2
<br />9.2
<br />9.4
<br />11.8
<br />7.0
<br />9.9
<br />6.1
<br />11. 7
<br />9.6
<br />
<br />1
<br />Feet Above Confluence With Fountain Creek
<br />
<br />Regulatory
<br />(Feet)
<br />
<br />6,541. 3
<br />6,554.7
<br />6,557.4
<br />6,566.7
<br />6,574.9
<br />6,587.9
<br />6,608.5
<br />6,618.4
<br />6,633.5
<br />6,650.3
<br />6,664.7
<br />6,680.1
<br />6,706.9
<br />6,711. 9
<br />6,744.7
<br />6,748.7
<br />6,761.2
<br />6,773.6
<br />
<br />\
<br />i
<br />
<br />BASE FLOOD ELEVj\TION
<br />
<br />Without
<br />F100dway
<br />(Feet)
<br />
<br />6,541.3
<br />6,554.7
<br />6,557.4
<br />6,566.7
<br />6,574.9
<br />6,587.9
<br />6,608.5
<br />6,618.4
<br />6,633.5
<br />6,650.3
<br />6,664.7
<br />6,680.1
<br />6,706.9
<br />6,711.9
<br />6,744.7
<br />6,748.7
<br />6,76:!,.2
<br />6,773.6
<br />
<br />2Width/Width Within
<br />
<br />With
<br />F100dway
<br />(Feet)
<br />
<br />Increase
<br />(Feet)
<br />
<br />~cnt'dl
<br />BE 44,866 64 341 13.2 6,460.9 6,460.9 6,460.9 0.0
<br />BF 45,876 106 403 11. 2 6,473.1 6,473.1 6,473.1 0.0
<br />BG 46,456 74 360 12.5 6,480.0 6,480.0 6,480.0 0.0
<br />BH 47,091 140 442 10.2 6,495.4 6,495.4 6,495.8 0.4
<br />BI 48,471 230 525 8.6 6,513.8 6,513.8 6,513.8 0.0
<br />BJ 48,895 147 i 451 10.0 6,519.2 6,519.2 6,519.2 0.0
<br />BK 49,550 140 390 10.8 6.526.7 6 526.7 6 526.7 0.0
<br />
<br />6,541.3 0.0
<br />6,554.9 0.2
<br />6,557.4 0.0
<br />6,566.7 0.0
<br />6,575.4 0.5
<br />6,587.9 0.0
<br />6,608.5 0.0
<br />6,619.0 0.6
<br />6,634.1 0.6
<br />6,651.0 0.7
<br />6,664.7 0.0
<br />6,680.6 0.5
<br />6,707.5 0.6
<br />6,712.6 0.7
<br />6,744.8 0.1
<br />6,749.4 0.7
<br />6,762.2 1.0
<br />6,773.7 0.1
<br />f~..~"".' ~..a. fl;r.~ TO
<br />r>i~ Y . ;)t IlJ
<br />
<br />IncorporaitrttCI LOMR
<br />DATED._~~G2 41994._
<br />
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