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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 Distancel (Feet) (Square Feet) Second) (Feet) (Feet) (Feet) (Feet)
<br />Sand Creek West
<br />Fork (Cont'd)
<br />U 10,390 62 355 12.3 6,217 .2 6,217.2 6,217.2 0.0
<br />V 10,590 60 472 9.3 6,218.8 6,218.8 6,218.8 0.0
<br />W 10,760 92 408 10.7 6,230.5 6,230.5 6,230.9 0.4
<br />X 11,210 63 323 13.1 6,232.3 6,232.3 6,232.3 0.0
<br />Y 11,610 55 309 13.6 6,236.3 6,236.3 6,236.3 0.0
<br />Z 12,730 58 314 12.1 6,250.9 6,250.9 6,250.9 0.0
<br />AA 13,060 55 288 13.2 6,254.9 6,254.9 6,255.5 0.6
<br />AB 13,150 48 271 13.7 6,258.8 6,258.8 6,258.8 0.0
<br />AC 13,330 107 582 5.8 6,269.1 6,269.1 6,269.1 0.0
<br />AD 13,810 90 322 10.5 6,272.9 6,272.9 6,273.0 0.1
<br />AE 14,310 60 256 11.9 6,271.9 6,271.9 6,271.9 0.0
<br />AF 14,830 57 253 12.0 6,286.1 6,286.1 6,286.1 0.0
<br />AG 15,320 63 261 11.6 6,291.8 6,291.8 6,291.8 0.0
<br />AH 15,855 100 343 7.6 6,310.9 6,310.9 6,310.9 0.0
<br />AI 16,035 70 234 8.8 6,311.6 6,311.6 6,3l1.8 0.2
<br />AJ 16,365 80 218 9.5 6,316.9 6,316.9 6,317 .0 0.1
<br />AK 16,875 35 166 12.4 6,322.2 6,322.2 6,322.2 0.0
<br />AL 17,675 35 166 12.4 6,337.4 6,337.4 6,337.4 0.0
<br />AM 18,190 46 182 11.3 6,347.8 6,347.8 6,347.8 0.0
<br />AN 18,740 45 266 6.3 6,367.7 6,367.7 6,367.7 0.0
<br />IFeet Above Confluence With Sand Creek
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