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<br /> Table 2. Floodway Data
<br /> FLOODING SOURCE FLOODWAY BASE FLOOD ELEVATION
<br /> Mean
<br /> Velocity Without With
<br /> Width Section Area (Feet per Regulatory Floodway Floodway Increase
<br /> Cross Section Distancel (Feet) (SQuare Feet) Second) (Feet) (Feet) (Feet> (Feet)
<br /> Cherry Creek
<br /> A 78,085 677 5,452 9.4 5,620.0 5,620.0 5,620.7 0.7
<br /> B 78,855 717 5,313 9.5 5,623.7 5,623.7 5,624.3 0.6
<br /> C 79,135 571 4,853 10.4 5,625.4 5,625.4 5,626.1 0.7
<br /> D 79,945 1,344 10,546 4.8 5,629.5 5,629.5 5,630.5 1.0
<br /> E 80,540 1,053 8,462 5.9 5,630.8 5,630.8 5,631.6 0.8
<br /> F 81,475 1,362 7,945 6.3 5,633.8 5,633.8 5,634.6 0.8
<br /> G 81,930 1,087 5,481 9.2 5,635.8 5,635.8 5,636.5 0.7
<br /> H 82,485 921 7,150 7.0 5,639.7 5,639.7 5,640.5 0.8
<br /> I 83,025 1,831 14,806 3.3 5,645.9 5,645.9 5,646.6 0.7
<br /> J 83,295 1,795 12,488 4.0 5,646.1 5,646.1 5,646.8 0.7
<br /> K 83,755 1,919 8,953 5.5 5,646.4 5,646.4 5,647.1 0.7
<br />w
<br />,.... L 85,175 2,730 13,432 3.6 5,649.1 5,649.1 5,649.8 0.7
<br /> M 86,145 2,178 9,670 5.0 5,650.1 5,650.1 5,650.9 0.8
<br /> N 86,615 2,010 9,465 5.1 5,651.2 5,651.2 5,652.2 1.0
<br /> 0 87,465 1,390 6,987 6.9 5,654.8 5,654.8 5,655.6 0.8
<br /> P 88,255 1,220 6,248 7.6 5,659.1 5,659.1 5,659.8 0.7
<br /> Q 89,175 780 6,183 7.7 5,664.6 5,664.6 5,665.5 0.9
<br /> R 89,605 827 7,342 6.4 5,666.7 5,666.7 5,667.5 0.8
<br /> S 90,185 990 7,635 6.2 5,668.9 5,668.9 5,669.1 0.2
<br /> T 91,145 770 6,605 7.1 5,671.6 5,671.6 5,671.6 0.0
<br /> U 91,885 760 4,475 10.4 5,676.5 5,676.5 5,676.5 0.0
<br /> V 92,313 730 4,703 9.8 5,679.0 5,679.0 5,679.4 0.4
<br /> W 93,555 1,000 6,576 7.0 5,685.4 5,685.4 5,686.1 0.7
<br /> X 94,045 943 5,630 8.1 5,687.0 5,687.0 5,687.6 0.6
<br /> Y 94,625 1,020 6,836 6.7 5,690.8 5,690.8 5,691.4 0.6
<br /> z 96,225 630 4,422 10.2 5,695.4 5,695.4 5,696.2 0.8
<br />
<br />IFeet Above Confluence With South Platte River
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