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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 F100dway Floodway Increase
<br /> Cross Section Distance1 (Feed (Square Feet) Second) (Feet) (Feed ( Feed (Feed
<br /> Big Dry Creek
<br /> (Cont'd)
<br /> AA 20,500 500 2,166 4.8 5,460.2 5,460.2 5,460.2 0.0
<br /> AB 20,680 370 2,131 4.9 5,460.3 5,460.3 5,460.3 0.0
<br /> AC 21,075 185 1,023 10.2 5,462.8 5,462.8 5,462.8 0.0
<br /> AD 21,930 294 1,366 7.6 5,469.1 5,469.1 5,469.1 0.0
<br /> AE 22,650 330 1,731 6.0 5,472.3 5,472.3 5,472.4 0.1
<br /> AF 23,240 220 1,029 10.1 5,480.8 5,480.8 5,480.8 0.0
<br /> AG 23,775 180 977 10.6 5,485.0 5,485.0 5,485.2 0.2
<br /> All 24,635 255 2,059 5.0 5,492.5 5,492.5 5,492.5 0.0
<br /> AI 25,685 350 766 13.6 5,494.5 5,494.5 5,494.9 0.4
<br /> AJ 26,490 90 716 14.5 5,503.3 5,503.3 5,504.3 1.0
<br />N AI< 27,190 482 1,610 6.5 5,513.4 5,513.4 5,513.4 0.0
<br />--J AL 27,550 98 692 15.0 5,515.4 5,515.4 5,515.4 0.0
<br /> AM 28,000 360 2,239 4.6 5,521.1 5,521.1 5,521.1 0.0
<br /> AN 28,690 410 2,329 4.2 5,521.6 5,521. 6 5,521.6 0.0
<br /> AO 29,200 490 2,039 4.8 5,522.7 5,522.7 5,522.7 0.0
<br /> AP 29,725 420 535 18.2 5,530.1 5,530.1 5,530.1 0.0
<br /> AQ 30,595 260 1,562 6.2 5,538.4 5,538.4 5,538.4 0.0
<br /> AR 30,965 520 4,277 2.3 5,540.0 5,540.0 5,540.0 0.0
<br /> AS 31,550 360 1,260 7.7 5,541.2 5,541.2 5,541.2 0.0
<br /> AT 32,200 190 1,014 9.6 5,548.8 5,548.8 5,548.8 0.0
<br /> AU 32,670 175 1,028 9.5 5,553.7 5,553.7 5,553.7 0.0
<br /> AV 33,090 140 907 10.8 5,559.1 5,559.1 5,559.1 0.0
<br /> AW 33,545 160 912 10.7 5,562.0 5,562.0 5,562.0 0.0
<br /> AX 34,700 190 1,046 9.3 5,570.9 5,570.9 5,570.9 0.0
<br /> AY 36,430 195 967 9.9 5,583.3 5,583.3 5,583.4 0.1
<br /> AZ 37,020 209 1,646 5.9 5,591.8 5,591.8 5,592.3 0.5
<br /> 1Feet Above Confluence With South Platte River
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