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<br /> Table 2. Floodway Data
<br /> FLOODING SOURCE FLOODWAY BASE FLOOD ELEVATION
<br /> Mean
<br /> Velocity Without With
<br /> Distance1 Width Section Area (Feet per Regulatory F100dway Floodway Increase
<br />Cross Section (Feet) (Square Feet) Second) (Feet) (Feet) (Feet) (Feet)
<br />Sand Creek
<br />East Fork
<br /> A 1,100 100 455 11.9 6,038.7 6,038.7 6,038.7 0..0
<br /> B 2,400 100 446 12.2 6,054.3 6,054.3 6,054.3 0.0
<br /> C 3,330 100 450 12.0 6,069.9 6,069.9 6,069.9 0.0
<br /> D 4,240 100 449 12.1 6,085.1 6,085.1 6,085.1 0.0
<br /> E 4,870 100 451 12.0 6,095.2 6,095.2 6,095.2 0.0
<br /> F 5,820 250 602 8.9 6,118.4 6,118.4 6,118.9 0.5
<br /> G 6,850 210 562 9.5 6,128.3 6,128.3 6,128.4 0.1
<br /> H 8,190 200 560 9.5 6,151.5 6,151.5 6,151.7 0.2
<br /> I 9,240 150 505 10.6 6,168.8 6,168.8 6,168.8 0.0
<br /> J 10,250 100 443 12.0 6,188.4 6,188.4 6,188.4 0.0
<br /> K 11,140 110 463 11.5 6,196.1 6,196.1 6,196.1 0.0
<br /> L 11,900 170 525 10.2 6,207.3 6,207.3 6,207.3 0.0
<br /> M 11,950 170 632 8.4 6,207.9 6,207.9 6,207.9 0.0
<br />IFeet Above Confl uence Wi th Sand Creek
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