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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 /> ~ Width Section Area (Feet per Regu~tory F~way F~oodway Increase
<br /> Cross Section Distance (Feet) (Square Feet) Second) (Feet) (Feet) (Feet) (Feet)
<br /> Crysta~ River
<br /> (Cont'd)
<br /> BY 76,420 65 3~3 ~2.5 6,856.9 6,856.9 6,857.0 0.1
<br /> BZ 78,3~0 76 330 11.8 6,905.5 6,905.5 6,905.6 O.~
<br /> CA 79,0~0 52 446 8.7 6,9~3.4 6,913.4 6,9~3.9 0.5
<br /> CB 79,880 ~08 85~ 4.6 6,9~6.1 6,9~6.~ 6,9~6.7 0.6
<br /> CC 80,260 84 522 7.5 6,9~7.4 6,917.4 6,9~8.0 0.6
<br /> CD 80,650 170 739 5.3 6,920.~ 6,920.~ 6,920.7 0.6
<br /> CE 8~,050 95 541 7.2 6,92~.9 6,92~.9 6,922.6 0.7
<br /> CF 8~,570 ~09 560 7.0 6,925.~ 6,925.~ 6,926.0 0.9
<br />'" CG 82,2~0 3~5 994 3.9 6,929.4 6,929.4 6,929.9 0.5
<br />~, CB'" 82~7IO 3ml ~~I05 3S "6~'931.2 6;93~;2 6;931.4 0.2
<br /> CI 83,280 ~80 458 8.5 6,935.2 6,935.2 6,935.2 0.0
<br /> CJ 84,~40 200 779 5.0 6,944.4 6,944.4 6,945.3 0.9
<br /> CK 84,740 ~68 420 8.8 6,95~.4 6,951.4 6,95~.4 0.0
<br /> CL 85,560 75 395 9.4 6,965.8 6,965.8 6,966.0 0.2
<br /> eM 85,680 ~03 584 6.3 6,969.6 6,969.6 6,969.6 0.0
<br /> CN 86,130 82 333 ~1.1 6,976.9 6,976.9 6,976.9 0.0
<br /> CO 86,230 96 576 6.4 6,980.6 6,980.6 6,980.6 0.0
<br /> CF 86,710 85 329 ~1.2 6,984.7 6,984.7 6,984.8 O.~
<br /> CQ 87,370 75 454 8.2 6,994.2 6,994.2 6,995.~ 0.9
<br /> CR 87,790 ~OO 495 7.5 6,997.~ 6,997.~ 6,998.~ 1.0
<br /> CS 88,170 81 331 11.2 7,007.3 7,007.3 7,007.3 0.0
<br /> CT 88,300 65 306 12.~ 7,009.1 7,009.~ 7,009.2 O.~
<br /> CD 88,660 71 310 11.9 7,020.0 7,020.0 7,020.2 0.2
<br /> CV 90,090 50 283 13.1 7,~0~.7 7,10~.7 7,~02.1 0.4
<br /> CW 90,720 69 469 7.9 7,110.1 7,1l0.~ 7,~11.~ 1.0
<br />1
<br /> Feet Above Mouth
<br />
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