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<br /> Table 2. F100dway Data
<br />FLOODING SOURCE FLOODWAY BASE FLOOD ELEVATION
<br /> Mean
<br /> Velocity Wi thout With
<br /> Width Section Area (Feet per Regulatory F100dway Floodway Increase
<br />Cross Section Distance1 (Feet) (Square Feet) Second) (Feet) ( Feet> (Feet) (Feet>
<br />Bear Creek
<br />A 200 144 757 8.5 5,941.2 5,941.2 5,942.2 1.0
<br />B 505 46 387 16.5 5,942.6 5,942.6 5,942.6 0.0
<br />C 467 30 334 19.1 5,941.4 5,941.4 5,941.4 0.0
<br />D 785 33 346 18.5 5,956.6 5,956.6 5,956.6 0.0
<br />E 935 30 336 19.1 5,957.5 5,957.5 5,958.2 0.7
<br />F 1,275 60 423 15.1 5,968.0 5,968.0 5,968.0 0.0
<br />G 1,345 60 1,073 6.0 5,978.9 5,978.9 5,978.9 0.0
<br />H 1,615 41 378 16.9 5,979.2 5,979.2 5,979.2 0.0
<br />I 2,365 74 454 14.1 5,993.1 5,993.1 5,993.1 0.0
<br />J 3,195 95 494 13.0 6,026.7 6,026.7 6,026.7 0.0
<br />K 4,270 54 414 15.5 6,042.6 6,042.6 6,043.1 0.5
<br />L 5,320 204 848 7.6 6,061.4 6,061.4 6,062.2 0.8
<br />M 6,310 180 609 10.5 6,081.3 6,081. 3 6,081.3 0.0
<br />N 7,260 79 500 12.8 6,113.4 6,113.4 6,114.0 0.6
<br />0 7,720 256 695 9.2 6,131.8 6,131.8 6,132.6 0.8
<br />p 7,728 267 750 8.5 6,133.5 6,133.5 6,133.5 0.0
<br />Q 7,960 50 351 17.7 6,141.8 6,141.8 6,141.8 0.0
<br />R 8,020 51 362 17 .1 6,141.9 6,141.9 6,141.9 0.0
<br />S 8,825 80 460 13.5 6,162.8 6,162.8 6,162.9 0.1
<br />T 9,605 60 412 15.0 6,189.5 6,189.5 6,189.6 0.1
<br />U 10,405 57 407 15.2 6,215.5 6,215.5 6,215.8 0.3
<br />V 11,145 91 475 13.0 6,236.2 6,236.2 6,236.3 0.1
<br />W 11,975 90 468 13.3 6,265.8 6,265.8 6,265.8 0.0
<br />X 12,785 85 459 13.5 6,297.4 6,297.4 . 6,297.5 0.1
<br />y 13,935 55 ..DO 15.5 6,335.5 6,335.5 6,335.5 0.0
<br />Z 14,915 144 554 11.2 6,377 .9 6,377. 9 6,377.9 0.0
<br />AA 15,615 38 362 17.1 6,403.9 6,403.9 6,404.2 0.3
<br />AB 16,425 37 356 17.4 6,446.9 6,446.9 6,447.2 0.3
<br />1Feet Above Confl uence wi th Fountain Creek
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