|
<br /> Table 3. .F10Qdway Data
<br /> FLOODING SOURCE FLOODWAY BASE FLOOD ELEVATION
<br /> Mean
<br /> velocity Without with
<br /> 1 Width Section Area (Feet per Regulatory F10Qdway F10Qdway Increase
<br /> Cross Section Distance (Feet) (Square Feet) Second) (Feet) (Feet) (Feet) (Feet)
<br /> Fryingpan River
<br /> A 370 135 629 6.1 6,589.2 6,589.2 6,590.2 1.0
<br /> B 410 104 367 10.5 6,589.7 6,589.7 6,589.8 0.1
<br /> C 450 90 311 12.4 6,590.4 6,590.4 6,590.4 0.0
<br /> D 520 93 330 11. 7 6,592.8 6,592.8 6,592.8 0.0
<br /> E 810 125 526 7.3 6,595;6 6,595.6 6,596.2 0.6
<br /> F 1,120 77 329 11.7 6,599.0 6,599.0 6,599.0 0.0
<br /> G 1,530 82 395 9.8 6,604.4 6,604.4 6,604.6 0.2
<br /> H 1,590 55 380 10.2 6,606.7 6,606.7 6,607.7 1.0
<br />... I 1,640 71 337 11.4 6,607.6 6,607.6 6,607.9 0.3
<br />w J 1,980 103 359 1lh7 6,613.3 6,613.3 6,613.3 0.0
<br /> K 2,620 109 364 10.6 6,624.0 6,624.0 6,624.0 0.0
<br /> L 3,380 92 378 10.2 6,634.7 6,634.7 6,634.7 0.0
<br /> M 3,710 67 314 12.3 6,639.1 6,639.1 6,639.1 0.0
<br /> N 4,145 80 416 9.3 6,644.6 6,644.6 6,644.6 0.0
<br />
<br />1
<br />Feet Above Mouth
<br />
|