<br />._~
<br />wr' --
<br />
<br />~.
<br />l'loodway Data
<br />
<br />Table 2
<br />
<br />---
<br />~'
<br />
<br />Increase
<br />(Feet>
<br />
<br />BASE FLooO ELEVATION
<br />
<br />With
<br />Floodway
<br />(Feet)
<br />
<br />Without
<br />Floodway
<br />(Feet>
<br />
<br />
<br />Mean
<br />Veloci ty
<br />(Feet per
<br />Second)
<br />
<br />FLOOOWAY
<br />
<br />
<br />Section Area
<br />
<br />Width
<br />(Feet)
<br />
<br />PLOODING SOURCE
<br />
<br />
<br />THESE DATA WERE REVISED
<br />BY LOMR DATED JULY 15,1996
<br />
<br />trot
<br />
<br />0.2
<br />1.0
<br />0.8
<br />0.7
<br />0.6
<br />0.8
<br />0.4
<br />0.4
<br />0.0
<br />0.0
<br />
<br />0.0
<br />o . ;2/0 . 33
<br />
<br />REVISED
<br />DATA
<br />
<br />4
<br />2
<br />2
<br />4
<br />2
<br />9
<br />1
<br />1
<br />3
<br />9
<br />o
<br />-
<br />2
<br />
<br />o.
<br />1.0
<br />0.8
<br />0.7
<br />0.9
<br />0.8
<br />0.2
<br />0.0
<br />0.0
<br />0.4
<br />0.7
<br />0.6
<br />0.6
<br />0.8
<br />
<br />5,620.6
<br />5,625.2
<br />5,626.0
<br />5,630.1
<br />5,631.8
<br />5,634.7
<br />5,636.5
<br />5,638.5
<br />5,646.3
<br />5,646.9
<br />5,647.0
<br />5,649.8
<br />5,650.9
<br />5,652.2
<br />5,655.6
<br />5,659.8
<br />5,665.5
<br />5,667.5
<br />5,669.1
<br />5,671.6
<br />5,676.5
<br />5,679.4
<br />5,686.1
<br />5,687.6
<br />5,691.4
<br />5,696.2
<br />
<br />620
<br />624
<br />625
<br />629
<br />631
<br />633
<br />636
<br />638
<br />646
<br />646
<br />647
<br />
<br />12.7
<br />10.4
<br />12.2
<br />9.6
<br />9.1
<br />8.4
<br />10.1
<br />12.0
<br />5:"i
<br />4.0
<br />5.6
<br />
<br />004
<br />870
<br />121
<br />230
<br />523
<br />984
<br />406
<br />685
<br />......
<br />789
<br />491
<br />788
<br />572
<br />
<br />4
<br />4
<br />4
<br />5
<br />5
<br />5
<br />4
<br />3
<br />-
<br />9
<br />12
<br />8
<br />13
<br />
<br />5,620.4
<br />5,624.2
<br />5,625.2
<br />5,629.4
<br />5,631.2
<br />5,633.9
<br />5,636.1
<br />5,638.1
<br />5,646.3
<br />5,646.9
<br />5,647.0
<br />5,649.2
<br />5,650.1
<br />5,651.2
<br />5,654.8
<br />5,659.1
<br />5,664.6
<br />5,666.7
<br />5,668.9
<br />5,671.6
<br />5,676.5
<br />5,679.0
<br />5,685.4
<br />5,687.0
<br />5,690.8
<br />5,695.4
<br />
<br />706
<br />645
<br />592
<br />569
<br />730
<br />1,549
<br />632
<br />635
<br />
<br />64
<br />-
<br />,650.1
<br />,651.2
<br />,654.8
<br />,659.1
<br />,664.6
<br />,666.7
<br />,668.9
<br />,671.6
<br />,676.5
<br />,679.0
<br />,685.4
<br />,687.0
<br />,690.8
<br />,695.4
<br />
<br />5
<br />5
<br />5
<br />5
<br />5
<br />5
<br />5
<br />5
<br />5
<br />5
<br />5
<br />"'"
<br />5
<br />-
<br />5
<br />5
<br />5
<br />5
<br />5
<br />5
<br />5
<br />5
<br />5
<br />5
<br />5
<br />5
<br />5
<br />5
<br />
<br />5.0
<br />5.1
<br />6.9
<br />7.6
<br />7.7
<br />6.4
<br />6.2
<br />7.1
<br />10.4
<br />9.8
<br />7.0
<br />8.1
<br />6.7
<br />10.2
<br />
<br />9,670
<br />9,465
<br />6,987
<br />6,248
<br />6,183
<br />7,342
<br />7,635
<br />6,605
<br />4,475
<br />4,703
<br />6,576
<br />5,630
<br />6,836
<br />4,422
<br />
<br />1,
<br />1,
<br />!&
<br />2,
<br />2,178
<br />2,010
<br />1,390
<br />1,220
<br />780
<br />827
<br />990
<br />770
<br />760
<br />730
<br />1,000
<br />943
<br />1,020
<br />630
<br />
<br />
<br />78,085
<br />78,855
<br />79,135
<br />79,945
<br />80,540
<br />81,475
<br />81,930
<br />82.485
<br />-
<br />060
<br />420
<br />
<br />,
<br />86,145
<br />86,615
<br />87,465
<br />88,255
<br />89,175
<br />89,605
<br />90,185
<br />91,145
<br />91,885
<br />92,313
<br />93,555
<br />94,045
<br />94,625
<br />96,225
<br />
<br />Cherry Creek
<br />A
<br />B
<br />C
<br />o
<br />E
<br />F
<br />G
<br />H
<br />I
<br />J
<br />K
<br />L
<br />M
<br />N
<br />o
<br />P
<br />Q
<br />R
<br />S
<br />T
<br />U
<br />V
<br />W
<br />X
<br />Y
<br />Z
<br />
<br />IoN
<br />....
<br />
<br />REVISED lD'~'~
<br />
<br />...,
<br />
<br />REfI.EC1lOUR
<br />DATED SEP 1 2 2lp2
<br />
<br />.f!;- _
<br />
<br />Above Confluence With South Platte River
<br />
<br />IFeet
<br />
<br />Maximize Floodway
<br />
<br />2Above Baseline Model
<br />
<br />3Available Surcharge to
<br />
|