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<br /> Tab~e 3. 'F~oodway Data
<br /> FLOODING SOURCE FLOODWAY BASE FLOOD ELEVATION
<br /> Mean
<br /> Ve~ocity Without with
<br /> 1 Width Section Area (Feet per Regu~tory F~oodway F100dway Increase
<br /> Cross Section Distance (Feet) (Square Feet) Second) (Feet) (Feet) (Feet) (Feet)
<br /> Fryingpan River
<br /> A 370 135 629 6.~ 6,589.2 6,S89.2 6,590.2 1.0
<br /> B 4~0 ~04 367 10.5 6,589.7 6,589.7 6,589.8 0.1
<br /> C 450 90 311 ~2.4 6,590.4 6,590.4 6,590.4 0.0
<br /> D 520 93 330 ~l. 7 6,592.8 6,592.8 6,592.8 0.0
<br /> E 810 ~25 526 7.3 6,595;6 6,595.6 6,596.2 0.6
<br /> F ~,~20 77 329 11.7 6,S99.0 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 ~0.2 6,606.7 6,606.7 6,607.7 1.0
<br />... I ~,640 71 337 11.4 6,607.6 6,607.6 6,607.9 0.3
<br />w J ~,980 ~03 359 ~(h7 6,613.3 6,6~3.3 6,6~3.3 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 ~0.2 6,634.7 6,634.7 6,634.7 0.0
<br /> M 3,710 67 314 12.3 6,639.~ 6,639.~ 6,639.~ 0.0
<br /> N 4,~45 80 416 9.3 6,644.6 6,644.6 6,644.6 0.0
<br />
<br />~
<br />Feet Above Mouth
<br />
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