<br /> Table 2. F100dway Data
<br /> FLOODING SOURCE FLOODWAY BASE FLOOD ELEVATION
<br /> Mean
<br /> Velocity Without With
<br /> Width Section Area (Feet per Regulatory F100dway F100dway Increase
<br /> Cross Section Distance1 (Feet> (Sauare Feet) Second) ( Feet> ( Feet> (Feet) (Feet)
<br /> Box Elder Creek
<br /> A 290,100 520 2,229 11. 7 5,547.9 5,547.9 5,547.9 0.0
<br /> B 291,500 780 5,369 4.8 5,553.6 5,553.6 5,554.6 1.0
<br /> C 293,040 650 2,447 11.4 5,560.0 5,560.0 5,561.0 1.0
<br /> D 294,060 785 4,443 5.8 5,566.6 5,566.6 5,567.5 0.9
<br /> E 295,190 700 2,422 10.7 5,571.9 5,571.9 5,572.1 0.2
<br /> F 296,665 600 3,155 8.2 5,581.4 5,581.4 5,582.3 0.9
<br /> G 297,365 530 2,427 10.6 5,584.9 5,584.9 5,585.9 1.0
<br /> H 298,065 1,230 4,432 5.8 5,587.9 5,587.9 5,588.9 1.0
<br /> I 299,585 1,470 2,212 9.5 5,594.6 5,594.6 5,594.7 0.1
<br />w
<br />0 J 301,235 1,210 4,956 5.2 5,604.0 5,604.0 5,604.6 0.6
<br /> K 302,635 580 3,630 7.1 5,608.8 5,608.8 5,609.1 0.3
<br /> L 303,435 930 3,938 6.5 5,612.7 5,612.7 5,613.7 1.0
<br /> M 304,435 1,260 5,343 4.8 5,618.2 5,618.2 5,619.0 0.8
<br /> N 305,285 540 2,108 12.2 5,623.5 5,623.5 5,623.7 0.2
<br /> 0 306,335 1,080 5,052 5.1 5,629.0 5,629.0 5,630.0 1.0
<br /> p 307,345 760 2,966 8.7 5,633.3 5,633.3 5,633.5 0.2
<br /> Q 308,695 930 5,990 4.3 5,639.1 5,639.1 5,640.0 0.9
<br /> R 309,695 700 3,119 8.3 5,644.0 5,644.0 5,645.0 1.0
<br /> S 310,395 1,310 4,521 5.7 5,648.9 5,648.9 5,649.9 1.0
<br />
<br />1Feet Above Mouth
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