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<br /> Table 2. F100dway Data
<br /> FLOODING SOURCE FLOODWAY BASE FLOOD ELEVATION
<br /> Mean
<br /> ve10ci ty Without With
<br /> Width Section Area (Feet per Regulatory Floodway F100dway Increase
<br /> Cross Section Distance1 (Feet) ( SQuare Feet) Second) (Feed (Feet) (Feet) ( Feet>
<br /> Coal Creek
<br /> A 77,150 1,900 2,746 7.1 5,497.6 5,497.6 5,497.6 0.0
<br /> B 78,270 3,260 1,907 10.2 5,502.5 5,502.5 5,502.5 0.0
<br /> C 80,320 3,160 6,460 3.0 5,511.2 5,511.2 5,512.2 1.0
<br /> D 83,150 470 1,900 10.3 5,523.9 5,523.9 5,524.4 0.5
<br /> E 84,155 350 2,220 8.8 5,529.4 5,529.4 5,530.4 0.0
<br /> F 85,900 600 3,177 6.1 5,536.2 5,536.2 5,536.9 0.7
<br /> G 86,005 600 2,747 7.1 5,536.2 5,536.2 5,536.9 0.7
<br /> H 87,200 280 1,456 13.4 5,543.5 5,543.5 5,543.5 0.0
<br /> I 88,195 400 2,880 6.8 5,550.3 5,550.3 5,550.6 0.3
<br /> J 89,990 500 3,100 6.3 5,556.9 5,556.9 5,557.9 1.0
<br /> K 91,790 610 2,680 7.3 5,564.5 5,564.5 5,565.4 0.9
<br />w L 93,425 600 3,200 6.1 5,572.2 5,572.2 5,573.2 1.0
<br />.p-
<br /> M 95,125 400 2,540 7.4 5,580.5 5,580.5 5,581.5 1.0
<br /> N 96,380 585 2,980 6.3 5,584.6 5,584.6 5,585.3 0.7
<br /> 0 97,495 270 1,113 16.9 5,590.5 5,590.5 5,590.8 0.3
<br /> p 98,380 450 2,640 6.9 5,596.3 5,596.3 5,597.3 1.0
<br /> Q 100,095 410 3,200 5.7 5,599.5 5,599.5 5,600.3 0.8
<br /> R 101,900 400 1,800 10.1 5,609.9 5,609.9 5,610.6 0.7
<br /> S 102,550 440 3,300 5.5 5,614.6 5,614.6 5,615.6 1.0
<br /> T 102,650 600 2,573 7.0 5,620.2 5,620.2 5,621.2 1.0
<br /> U 103,480 685 5,955 3.0 5,621.3 5,621.3 5,622.1 0.8
<br /> V 104,100 800 1,136 15.9 5,622.8 5,622.8 5,622.8 0.0
<br /> W 105,150 900 3,482 5.2 5,627.0 5,627.0 5,627.0 0.0
<br /> X 106,175 570 1,800 10.1 5,631.0 5,631.0 5,631.1 0.1
<br /> Y 106,950 560 3,236 5.3 5,636.5 5,636.5 5,637.2 0.7
<br /> z 107,750 780 3,154 5.4 5,639.5 5,639.5 5,640.1 0.6
<br /> AA 108,650 590 2,454 7.0 5,643.3 5,643.3 5,643.9 0.6
<br /> AB 109,900 440 1,973 9.1 5,649.1 5,649.1 5,649.6 0.5
<br /> 1Feet Above Mouth of Sand Creek
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