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<br /> Table 3. F100dway Data
<br /> FLOODING SOURCE FLOODWAY BASE FLOOD ELEVATION
<br /> Mean
<br /> Velocity Without With
<br /> 1 Width Section Area (Feet per Regulatory Floodway F100dway Increase
<br /> Cross Section Distance (Feet) (Square Feet) Second) (Feet) (Feet) (Feet) (Feet)
<br /> Crystal River
<br /> (Cont'd)
<br /> BY 76,420 65 313 12.5 6,856.9 6,856.9 6,857.0 0.1
<br /> BZ 78,310 76 330 11.8 6,905.5 6,905.5 6,905.6 0.1
<br /> CA 79,010 52 446 8.7 6,913.4 6,913.4 6,913.9 0.5
<br /> CB 79,880 108 851 4.6 6,916.1 6,916.1 6,916.7 0.6
<br /> CC 80,260 84 522 7.5 6,917.4 6,917.4 6,918.0 0.6
<br /> CD 80,650 170 739 5.3 6,920.1 6,920.1 6,920.7 0.6
<br /> CE 81,050 95 541 7.2 6,921.9 6,921.9 6,922.6 0.7
<br /> CF 81,570 109 560 7.0 6,925.1 6,925.1 6,926.0 0.9
<br />'" CG 82,210 315 994 3.9 6,929.4 6,929.4 6,929.9 0.5
<br />~. CB'.. 82~7IO 3ml 1~105 3S ..6~-g3r;2 6;931;2 6;931.4 0.2
<br /> CI 83,280 180 458 8.5 6,935.2 6,935.2 6,935.2 0.0
<br /> CJ 84,140 200 779 5.0 6,944.4 6,944.4 6,945.3 0.9
<br /> CK 84,740 168 420 8.8 6,951.4 6,951.4 6,951.4 0.0
<br /> CL 85,560 75 395 9.4 6,965.8 6,965.8 6,966.0 0.2
<br /> eM 85,680 103 584 6.3 6,969.6 6,969.6 6,969.6 0.0
<br /> CN 86,130 82 333 11.1 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 /> CP 86,710 85 329 11.2 6,984.7 6,984.7 6,984.8 0.1
<br /> CQ 87,370 75 454 8.2 6,994.2 6,994.2 6,995.1 0.9
<br /> CR 87,790 100 495 7.5 6,997.1 6,997.1 6,998.1 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 12.1 7,009.1 7,009.1 7,009.2 0.1
<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 7,101.7 7,101.7 7,102.1 0.4
<br /> CW 90,720 69 469 7.9 7,110.1 7,110.1 7,111.1 1.0
<br />1
<br /> Feet Above Mouth
<br />
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