<br /> Table 3. Floodway Data
<br /> FLOODING SOURCE FLOODWAY BASE FLOOD ELEVATION
<br /> Mean
<br /> Velocity without With
<br /> 1 Width Section Area (Feet per Regulatory F100dway Floodway Increase
<br /> Cross Section Distance ( Feet> (Square Feet) Second) (Feet) (Feet) (Feet) (Feet)
<br /> Tr0ut Creek
<br /> A 0 44 259 13.5 8,084.9 8,084.9 8,085.3 0.4
<br /> B 200 65 286 12.2 8,089.2 8,089.2 8,089.9 0.7
<br /> C 1,000 90 376 9.3 8,095.7 8,095.7 8,096.3 0.6
<br /> D 1,600 88 341 10.2 8,099.6 8,099.6 8,100.0 0.4
<br /> E 1,680 210 438 8.0 8,104.3 8,104.3 8,104.9 0.6
<br /> F 2,000 240 380 9.2 8,108.2 8,108.2 8,108.7 0.5
<br /> G 2,800 276 566 6.2 8,116.6 8,116.6 8,117.2 0.6
<br /> H 3,520 255 455 7.7 8,124.1 8,124.1 8,124.6 0.5
<br /> I 4,240 240 520 6.7 8,131. 7 8,131.7 8,132.6 0.9
<br /> J 5,450 306 486 7.2 8,145.5 8,145.5 8,145.9 0.4
<br /> K 6,510 271 529 6.6 8,157. 7 8,157.7 8,158.4 0.7
<br />.... L 7,760 135 314 7.2 8,175.0 8,175.0 8,175.4 0.4
<br />'"
<br /> M 9,500 106 271 8.3 8,201.8 8,201.8 8,201.8 0.0
<br /> N 10,300 84 235 9.6 8,218.1 8,218.1 8,218.5 0.4
<br /> 0 11 ,420 65 237 9.5 8,233.0 8,233.0 8,233.9 0.9
<br /> p 12,220 67 288 7.8 8,245.9 8,245.9 8,246.4 0.5
<br /> Q 13,170 50 199 11.3 8,265.1 8,265.1 8,265.7 0.6
<br /> R 14,370 84 241 9.4 8,290.1 8,290.1 8,290.3 0.2
<br /> S 16,000 56 206 10.9 8,335.3 8,335.3 8,335.8 0.5
<br /> T 17 , 000 58 241 9.4 8,357.0 8,357.0 8,357.8 0.8
<br /> U 18,000 53 209 10.8 8,376.1 8,376.1 8,376.5 0.4
<br /> V 18,900 54 207 10.9 8,400.5 8,400.5 8,401. 0 0.5
<br /> w 20,000 54 206 10.9 8,428.9 8,428.9 8,429.4 0.5
<br />
<br />IFeet Above Confluence With Mule Creek
<br />
<br />,,~
<br />
|