|
<br /> Table 2. F100dway Data
<br /> FLOODING SOURCE FLOODWAY BASE FLOOD ELEVATION
<br /> Mean
<br /> Velocity Without With
<br /> 1 Width Section Area (Feet per Regulatory F100dway F100dway Increase
<br /> Cross Section Distance (Feet) (Square Feet) Second) (Feet) (Feet) (Feet) (Feet)
<br /> Indian Creek 2
<br /> A 20,200 70 330 9.3 5,891.2 5,891.2 5,892.2 1.02
<br /> B 22,350 70 330 10.3 5,922.1 5,922.1 5,923.1 1.0
<br /> C 22,450 234 1,610 2.1 5,932.4 5,932.4 5,933.4 1.02
<br /> D 25,200 60 299 6.9 5,963.1 5,963.1 5,964.1 1.0
<br /> E 26,250 200 477 4.3 5,976.2 5,976.2 5,976.2 0.0
<br /> F 26,350 239 2,555 0.8 5,986.1 ' 5,986~1 5,986.1 0.0
<br /> G 27,300 231 2,179 1.0 5,986.2 5,986.2 5,986.2 0.0
<br /> H 28,700 62 290 8.5 6,008.3 6,008.3 6,008.3 0.0
<br />w I 30,550 213 403 6.3 6,060.5 6,060.5 6,060.5 0.02
<br />c;. J 30,650 230 3,926 0.6 6,077.9 6,077.9 6,078.9 1.02
<br /> K 32,300 225 930 4.4 6,107.9 6,106.9 6,107.9 1.0
<br /> ~"'~'--
<br /> --..- ------.-..-. .". ---.-.---------"
<br />
<br />1
<br />2Feet 'Above Mouth
<br />Encroachment Limited to Channel Banks; E1eyation Increase May Be Less Than 1.0 Foot
<br />
<br />r 'II',
<br />
|