|
<br /> Table 3. F100dway Data
<br /> FLOODING SOURCE FLOODWAY BASE FLOOD ELEVATION
<br /> Mean
<br /> Ve10city wi thout with
<br /> 1 Width Section Area (Feet per Regulatory F100dway F100dway Increase
<br /> Cross Section Distance (Feet) (Square Feet) Second) (Feet) (Feet) (Feet) (Feet)
<br /> Crystal River
<br /> A 24,680 98 706 10.2 6,256.1 6,256.1 6,256.9 0.8
<br /> B 25,130 73 606 11.9 6,260.4 6,260.4 6,260.8 0.4
<br /> C 25,835 110 981 7.3 6,265.4 6,265.4 6,265.6 0.2
<br /> D 26,635 102 546 13.2 6,269.3 6,269.3 6,269.3 0.0
<br /> E 27,335 100 800 9.6 6,276.8 6,276.8 6,277.0 0.2
<br /> F 27,980 97 539 13.4 6,282.9 6,282.9 6,283.2 0.3
<br /> G 28,685 94 874 8.2 6,289.8 6,289.8 6,290.4 0.6
<br /> H 29,445 87 608 11.8 6,293.9 6,293.9 6,294.1 0.2
<br /> I 30,270 93 692 10.4 6,302.0 6,302.0 6,302.1 0.1
<br /> J 30,995 76 509 14.2 6,309.3 6,309.3 6,309.4 0.1
<br />'" K 31,045 76 680 10.6 6,312.4 6,312.4 6,312.4 0.0
<br />I-'
<br /> L 31,265 85 633 11.4 6,313.5 6,313.5 6,313.5 0.0
<br /> M 31,765 132 988 7.3 6,316.8 6,316.8 6,317.3 0.5
<br /> N 32,410 88 540 13.3 6,320.2 6,320.2 6,320.2 0.0
<br /> 0 33,280 90 728 9.8 6,329.5 6,329.5 6,329.7 0.2
<br /> p 34,180 73 512 13.9 6,336.6 6,336.6 6,336.9 0.3
<br /> Q 34,960 110 767 9.3 6,345.9 6,345.9 6,346.0 0.1
<br /> R 35,830 84 655 10.8 6,351.5 6,351.5 6,351.8 0.3
<br /> S 36,570 74 781 9.1 6,356.0 6,356.0 6,356.5 0.5
<br /> T 37,300 113 591 9.5 6,360.0 6,360.0 6,360.6 0.6
<br /> U 38,375 200 815 6.9 6,370.1 6,370.1 6,370.1 0.0
<br /> V 39,130 146 623 9.0 6,375.7 6,375.7 6,376.0 0.3
<br /> W 39,825 262 887 6.3 6,382.4 6,382.4 6,382.4 0.0
<br /> X 40,570 240 538 10.4 6,389.2 6,389.2 6,389.2 0.0
<br /> Y 41,390 320 1,388 3.7 6,395.5 6,395.5 6,395.7 0.2
<br /> Z 41,890 225 603 8.5 6,399.2 6,399.2 6,399.3 0.1
<br />1
<br /> Feet Above Mouth
<br />
|