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<br />
<br /> Table 2. Floodway Data
<br /> FLOODING SOURCE FLooDWAY BASE FLOOD ELEVATION
<br /> Mean
<br /> Velocity Wi thout With
<br /> Width Section Area (Feet per Regulatory Floodway Floodway Increase
<br /> Cross Section Distancel (Feet) (Square Feet) Second) (Feet) (Feet) (Feet) (Feet)
<br /> West Bijou
<br /> Creek
<br /> A 72,000 2,200 5,412 6.4 5,164.7 5,164.7 5,165.7 1.0
<br /> B 74,320 1,100 3,458 10.4 5,176.2 5,176.2 5,176,2 0.0
<br /> C 75,120 650 5,721 6.1 5,179.9 5,179.9 5,180,2 0.3
<br /> D 75,520 350 3,389 10.3 5,179.9 5,179.9 5,180.2 0.3
<br /> E 75,620 350 3,227 10,8 5,180.3 5,180.3 5,180.5 0.2
<br /> F 76,320 510 4,290 8.1 5,184.5 5,184.5 5,184.7 0.2
<br /> G 77,120 450 3,266 9.7 5,186.7 5,186.7 5,187,1 0.4
<br /> H 78,020 300 2,070 15.3 5,186.9 5,186.9 5,187,2 0.3
<br /> I 78,270 450 2,087 15.2 5,187.1 5,187.1 5,187,4 0.3
<br /> J 78,870 450 4,815 6.6 5,193.4 5,193.4 5,193.6 0.2
<br />0- K 80,270 600 5,111 6.2 5,196.0 5,196.0 5,196.5 0.5
<br />Ln
<br /> L 81,170 450 2,960 10.7 5,198.6 5,198.6 5,198.7 0.1
<br /> M 82,370 200 3,567 8.9 5,204.9 5,204.9 5,204,9 0.0
<br /> N 83,270 320 3,390 9,4 5,207.5 5,207.5 5,207.5 0.0
<br /> 0 85,120 550 4,337 7.3 5,212.3 5,212.3 5,213.3 1.0
<br /> p 86,820 300 2,938 10.8 5,218.2 5,218.2 5,218.2 0.0
<br />
<br />IFeet Above Mouth
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