|
<br /> Table 3. F100dway Data
<br /> FLOODING SOURCE FLOOllWAY BASE FLOOD ELEVATION
<br /> Mean
<br /> Ve10ci ty 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 /> OW 106,620 99 316 10.3 7,234.0 7,234.0 7,234.3 0.3
<br /> OX 107,320 59 274 11.8 7,254.9 7,254.9 7,254.9 0.0
<br /> DY 107,850 57 303 9.9 7,264.9 7,264.9 7,265.2 0.3
<br /> DZ 108,440 148 669 4.5 7,269.8 7,269.8 7,270.3 0.5
<br /> EA 109,200 199 388 7.7 7,276.2 7,276.2 7,276.2 0.2
<br /> EB 109,300 160 540 5.6 7,277.8 7,277.8 7,277.9 0.1
<br /> EC 109,730 124 354 8.5 7,281. 3 7,281.3 7,281.5 0.2
<br /> ED 110,570 50 262 11.5 7,293.4 7,293.4 7,293.6 0.2
<br /> EE 111,200 43 233 12.9 7,313.8 7,313.8 7,313.8 0.0
<br />tv EF 111,700 72 565 5.3 7,318.6 7,318.6 7,318.7 0.1
<br />'"
<br /> EG 112,800 40 226 13.3 7,329.4 7,329.4 7,329.4 0.0
<br /> ....... ....-. 113;420 . '.74-'" 45-9 1);5 7-,337 ;1
<br /> EH 7,337;1 . '7~337;3 .0-;2
<br /> EI 113,580 50 332 9.0 7,338.9 7,338.9 7,339.1 0.2
<br /> EJ 114,740 45 236 12.7 7,352.4 7,352.4 7,352.4 0.0
<br /> EK 116,870 77 415 6.6 7,375.4 7,375.4 7,375.7 0.3
<br /> EL 118,490 56 255 10.8 7,389.7 7,389.7 7,389.7 0.0
<br /> EM 118,630 47 376 7.3 7,394.7 7,394.7 7,394.7 0.0
<br /> EN 119,410 60 361 7.6 7,398.4 7,398.4 7,398.7 0.3
<br /> EO 120,900 71 292 9.4 7,413.5 7,413.5 7,413.6 0.1
<br /> EP 121,440 369 1,018 2.7 7,417.2 7,417.2 7,417.3 0.1
<br /> EQ 122,100 151 343 8.0 7,421.7 7,421.7 7,422.1 0.4
<br /> ER 122,710 210 705 3.9 7,426.4 7,426.4 7,427.1 0.7
<br /> ES 123,790 154 608 4.5 7,429.3 7,429.3 7,429.7 0.4
<br /> ET 124,290 261 700 3.9 7,433.3 7,433.3 7,433.6 0.3
<br />1
<br /> Feet Above MOuth
<br />
|