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<br /> Table 3. F100dway Data
<br /> FLOODING SOURCE FLOODWAY BASE FLOOD ELEVATION
<br /> Mean
<br /> Ve10ci ty Without With
<br /> ~ Width Section Area (Feet per Regu~tory F~oodway F~oodway Increase
<br /> Cross Section Distance (Feet) (Square Feet) Second) (Feet) (Feet) (Feet) (Feet)
<br /> Crysta~ River
<br /> (Cont'd)
<br /> AZ S7,860 ~20 732 6.8 6,584.2 6,584.2 6,584.8 0.6
<br /> BA 58,6S0 68 408 12.2 6,590.8 6,590.8 6, S91. 7 0.9
<br /> BB 59,070 106 733 6.8 6,S97.~ 6,597.1 6,598.~ 1.0
<br /> BC 60,080 87 4~5 ~2.~ 6,6~0.7 6,6~0.7 6,610.7 0.0
<br /> BD 6~,540 63 466 10.~ 6,633.9 6,633.9 6,634.0 0.1
<br /> BE 61,640 70 64~ 7.3 6,637.7 6,637.7 6,637.9 0.2
<br /> BF 62,300 90 444 10.6 6,642.4 6,642.4 6,642.7 0.3
<br /> BG 62,830 88 567 8.3 6,649.4 6,649.4 6,650.2 0.8
<br />'" BH 63,390 58 421 11.2 6,655.6 6,655.6 6,656.3 0.7
<br />w BI 63,890 306 1,470 3.2 6,660.1 6,660.1 6,661.0 0.9
<br /> BJ 64,390 247 607 7.7 6,664.4 6,664.4 6,66S.2 0.8
<br /> BK 64,810 309 889 S.3 6,669.5 6,6,69.S 6,670.4 0.9
<br /> BL 6S,610 ~64 506 9.3 6,678.9 6,678.9 6,679.3 0.4
<br /> BM 66,7S0 109 569 8.3 6,693.3 6,693.3 6,694.2 0.9
<br /> BN 67,540 260 667 7.0 6,702.5 6,702.S 6,702.7 0.2
<br /> BO 68,350 170 537 8.8 6,712.5 6,712.5 6,713.2 0.7
<br /> BP 69,750 92 459 10.2 6,733.9 6,733.9 6,734.1 0.2
<br /> BQ 69,880 ~07 764 6.2 6,736.6 6,736.6 6,736.6 0.0
<br /> BR 70,320 4S 312 15.0 6,742.4 6,742.4 6,742.6 0.2
<br /> BS 70,800 85 S73 8.2 6,750.3 6,750.3 6,751.1 0.8
<br /> BT 71,730 130 432 10.9 6,761.4 6,76~.4 6,761.5 0.1
<br /> BU 72,230 69 461 10.2 6,767.S 6,767.S 6,768.4 0.9
<br /> BV 72,660 ~3S 564 6.9 6,772.8 6,772.8 6,773.5 0.7
<br /> BW 73,570 2~0 S32 7.3 6,783.1 6,783.1 6,783.~ 0.0
<br /> BX 74,140 93 397 9.8 6,791. 7 6, 79~.1 6,792.6 0.9
<br />1
<br /> Feet Above Mouth
<br />
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