|
<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 F~oodway F100dway Increase
<br /> Cross Section Distance (Feet) (Square Feet) Second) (Feet) (Feet) (Feet) (Feet)
<br /> Crysta~ River
<br /> (Cont'd)
<br /> ex 91,700 54 388 9.S 7,1l7.9 7,117.9 7,118.1 0.2
<br /> CY 9~,820 53 349 10.6 7,1l9.~ 7,119.1 7,119.1 0.0
<br /> CZ 92,860 ~53 868 4.3 7,125.6 7,125.6 7,125.9 0.3
<br /> DA 93,820 66 303 ~2.2 7,133.3 7,133.3 7,133.4 0.1
<br /> DB 95,000 284 1,442 2.6 7,139.2 7,139.2 7,140.0 0.8
<br /> DC 9S,700 244 73~ 5.1 7,~40.6 7,140.6 7,141.2 0.6
<br /> DD 96,240 265 825 4.5 7,144.3 7,144.3 7,144.6 0.3
<br /> DE 96,800 29~ 983 3.8 7,146.4 7,146.4 7,147.0 0.6
<br /> DF 97,200 250 714 5.2 7,148.2 7,148.2 7,148.8 0.6
<br />'" DG 97,760 191 688 S.4 7,151.8 7,151.8 7,152.7 0.9
<br />tJl DH 98,400 ~49 566 6.5 7,156.6 7,156.6 7,157.1 0.5
<br /> DI 99,220 123 480 7.7 7,~64.3 7,~64.3 7,165.1 0.8
<br /> DJ 99,640 86 398 8.2 7,168.9 7,168.9 7,169.6 0.7
<br /> DK 99,433 128 671 4.8 7,~72.7 7,172.7 7,172.8 0.1
<br /> DL 99,743 106 Sl1 6.4 7,173.8 7,173.8 7,1.74.~ 0.3
<br /> DM 99,843 ~03 445 7.3 7,~74.6 7,174.6 7,175.2 0.6
<br /> DN 100,163 ~51 768 4.2 7,~77.0 7,177.0 7,177.2 0.2
<br /> DO 100,513 101 340 9.6 7,178.1 7,178.1 7,178.3 0.2
<br /> DP 10~, 163 132 575 5.7 7,185.0 7,18S.0 7,185.6 0.6
<br /> DQ 101,973 425 ~,090 3.0 7,188.6 7,188.6 7,189.0 0.4
<br /> DR 102,548 139 357 9.1 7,193.3 7,193.3 7,194.2 0.9
<br /> DS 103,208 ~56 664 4.9 7,200.5 7,200.5 7,201.0 0.5
<br /> DT 104,400 ~23 342 9.S 7,205.8 7,20S.8 7,205.8 0.0
<br /> DU 104,770 69 399 8.2 7,210.6 7,210.6 7,211. 0 0.4
<br /> DV 105,950 109 648 S.O 7,221. 3 7,221.3 7,221.8 0.5
<br />1
<br /> Feet Above Mouth
<br />
|