|
<br />.
<br />
<br />.
<br />
<br /> Table 2. F100dway Data
<br />FLOODING SOURCE FLOODWAY BASE FLOOD ELEVATION
<br /> Mean
<br /> Velocity Without With
<br /> Distance1 Width Section Area (Feet per Regulatory F100dway F100dway Increase
<br />Cross Section ( Feet> (SQuare Feet) Second) (Feet) ( Feet> (Feet) (Feet>
<br />Cottonwood Creek
<br />A 300 142 1,092 9.2 6,248.0 6,248.0 6,248.5 0.5
<br />B 460 130 1,026 9.7 6,248.5 6,248.5 6,248.9 0.4
<br />C 590 130 1,059 9.4 6,248.8 6,248.8 6,249.8 1.0
<br />D 780 96 712 14.0 6,256.5 6,256.5 6,257.0 0.5
<br />E 1,530 86 670 14.9 6,270.3 6,270.3 6,270.4 0.1
<br />F 1,555 97 1,033 9.7 6,274.3 6,274.3 6,274.3 0.0
<br />G 1,660 45 570 17 .6 6,277.1 6,277.1 6,277 .1 0.0
<br />H 1,730 50 978 10.2 6,283.4 6,283.4 6,283.6 0.2
<br />I 1,830 50 1,038 9.6 6,284.4 6,284.4 6,285.4 1.0
<br />J 2,110 70 892 11.2 6,284.8 6,284.8 6,285.6 0.8
<br />K 3,710 84 632 15.8 6,305.6 6,305.6 6,306.2 0.6
<br />R 8,470 101 671 14.9 6,397.5 6,397.5 6,398.2 0.7
<br />S 9,220 92 651 15.4 6,413.3 6,413.3 6,413.7 0.4
<br />T 10, 180 132 744 13.4 6,428.4 6,428.4 6,429.1 0.7
<br />V 12,690 139 753 12.2 6,474.9 6,474.9 6,475.4 0.5
<br />Z 14,605 160 814 11.3 6,503.3 6,503.3 6,503.3 0.0
<br />AA 15,180 169 766 12.0 6,510.7 6,510.7 6,510.7 0.0
<br />AB 15,930 181 783 11.8 6,522.3 6,522.3 6,522.3 0.0
<br />AC 16,245 193 799 11.5 6,526.9 6,526.9 6,526.9 0.0
<br />AD 16,695 128 963 13.3 6,536.0 6,536.0 6,536.0 0.0
<br />AE 16,965 215 824 11.3 6,539.1 6,539.1 6,539.2 0.1
<br />AF 17,545 221 838 11.0 6,549.0 6,549.0 6,549.4 0.4
<br />AG 17,785 194 808 11.4 6,552.9 6,552.9 6,553.6 0.7
<br />AH 18,315 239 862 10.7 6,560.3 6,560.3 6,561.3 1.0
<br />AI 18,945 209 823 11.2 6,569.1 6,569.1 6,569.9 0.8
<br />AJ 19,415 222 854 10.8 6,576.2 6,576.2 6,577 .0 0.8
<br />1Feet Above Confluence With Monument Creek
<br />
|