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<br /> Table 2. F100dway Data
<br /> FLOODING SOURCE FLOODWAY BASE FLOOD ELEVATION
<br /> Mean
<br /> Velocity Wi thout With
<br /> 1 Width Section Area (Feet per Regulatory F100dway Fl00dway Increase
<br /> Cross Section Distance (Feet) (Square Feet) Second) (Feet) (Feet) (Feet) (Feet)
<br /> East Plum Creek
<br /> A 700 735 3,625 4.58 5,775.7 5,775.7 5,775.7 0.0
<br /> B 1,550 735 3,625 4.58 5,782.1 5,782.1 5,782.1 0.0
<br /> C 1,650 460 4,150 4.01 5,785.1 5,785.1 5,786.1 1.0
<br /> D 3,500 460 2,397 6.94 5,796.5 5,796.5 5,797.5 1.0
<br /> E 5,300 579 2,476 6.72 5,804.6 5,804.6 5,804.6 0.0
<br /> F 6,300 331 1,640 10.2 5,817.5 5,817.5 5,818.2 0.7
<br /> G 7,300 278 1,501 11.1 5,827.7 5,827.7 5,828.0 0.3
<br /> H 7,950 498 2,262 7.4 5,832.8 5,832.8 5,833.7 0.9
<br /> I 8,450 386 1,694 9.8 5,837.4 5,837.4 5,838.4 1.0
<br />w
<br />0 J 9,000 182 1,280 13.0 5,843.3 5,843.3 5,844.1 0.8
<br /> K 9,700 252 1,430 11.6 5,851. 4 5,851. 4 5,851. 4 0.0
<br /> L 10,300 320 1,678 9.9 5,856.3 5,856.3 5,857.0 0.7
<br /> M ., _.1.1,.100 305 . 1.,531. ,.1l..6 ' 5,862.5___ __5,862.5 5,863.5 1.0
<br /> N 12,050 400 2,030 8.2 5,870.4 5,870.4 5,871.4 1.0
<br /> 0 12,750 287 1,502 11.1 5,877.9 5,877.9 5,878.8 0.9
<br /> P 13,350 430 2,514 6.6 5,882.8 5,882.8 5,883.8 1.0
<br /> Q 14,230 337 1,571 10.6 5,888.0 5,888.0 5,888.9 0.9
<br /> R 14,844 145 1,436 11.4 5,897.4 5,897.4 5,897.4 0.0
<br /> S 15,120 340 2,245 7.3 5,900.0 5,900.0 5,900.0 0.0
<br /> T 16,1)20 238 1,333 12.3 5,904.1 5,904.1 5,904.9 0.8
<br /> U' 16,720 351 2,152 7.6 5,910.1 5,910.1 5,911.1 1.0
<br /> V 17,620 353 1,469 11.2 5,917.3 5,917.3 5,917.3 0.0
<br /> W 18,200 226 1,251 13.1 5,924.1 5,924.1 5,924.3 0.2
<br /> X 18,850 602 2,694 6.1 5,929.9 5,929.9 5,930.7 0.8
<br /> Y 19,450 350 1,513 10.8 5,934.2 5,934.2 5,834.8 0.6
<br /> Z 20,700 212 1,292 12.7 5,946.8 5,946.8 5,947.7 0.9
<br /> 1 Confluence With Plum Creek
<br /> Feet Above
<br />
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