|
<br />.
<br />.
<br />
<br /> Table 2. Floodway Data
<br /> FLOODING SOURCE FLooDWAY BASE FLOOD ELEVATION
<br /> Mean
<br /> Velocity Without With
<br /> 1 Width Section Area (Feet per Regulatory F100dway F lood way Increase
<br /> Cross Section Distance (Feet) (Square Feet) Second) (Feet) (Feet) (Feet) ( Feet)
<br /> Monument Creek
<br /> (Cont'd)
<br /> Z 15,850 140 1,628 19.7 6,060.8 6,060.8 6,060.8 0.0
<br /> AA 15,870 140 1,806 17.7 6,062.0 6,062~0 6,062.0 0.0
<br /> AB 15,900 130 2,002 16.0 6,063.0 6,063.0 6,063.1 O.l
<br /> AC 15,940 130 2,100 15.2 6,063.8 6,063.8 6,063.9 0.1
<br /> AD 16,710 180 1,815 17.6 6,070.9 6,070.9 6,070.9 0.0
<br /> AE 17,530 200 2,272 14.1 6,074.8 6,074.8 6,074.8 0.0
<br /> AF 18,240 370 2,338 13.7 6,083.3 6,083.3 6,084.1- 0.8
<br />IN AG 18,270 370 2,675 12.0 6,086.6 6,086.6 6,086.6 0.0
<br />\0 AH 19,090 310 3,897 8.2 6,086.6 6,086.6 6,087.1 0.5
<br /> AI 19,660 180 2,643 12.1 6,087.1 6,087.1 6,087.7 0.6
<br /> AJ 19,730 180 2,645 11.9 6,087.4 6,087.4 6,088.0 0.6
<br /> AI{ 20,340 170 2,229 14.4 6,087.6 6,087.6 6,087.9 0.3
<br /> AL 21,940 220 2,296 13.9 6,098.2 6,098.2 6,098.6 0.4
<br /> AM 23,860 200 1,945 16.5 6,110.5 6,110.5 6,110.5 0.0
<br /> AN 25,550 230 2,203 14.5 6,121. 3 6,121. 3 6, l21. 4 0.1
<br /> AO 27,160 230 2,119 15.1 6,131.2 6,131. 2 6,131.2 0.0
<br /> AP 28,810 200 1,972 15.7 6,140.6 6,140.6 6,140.8 0.2
<br /> AQ 29,570 240 2,333 13.7 6,146.1 6,146.1 6,146.1 0.0
<br /> AR 30,770 110 1,462 21.2 6,158.6 6,158.6 6,158.6 0.0
<br /> AS 30,870 110 1,822 17.0 6,161. 9 6,161.9 6,161. 9 0.0
<br /> AT 31,780 220 2,920 10.6 6,166.5 6,166.5 6,166.5 0.0
<br /> AU 32,900 250 3, 113 10.0 6,168.2 6,168.2 6,168.4 0.2
<br /> AV 33,930 230 1,926 16.1 6,176.2 6,176.2 6,176.2 0.0
<br /> AW 34,810 220 1,948 15.9 6,184.9 6,184.9 6,l84.9 0.0
<br /> AX 36,110 180 1, 872 16.6 6,192.9 6,192.9 6,193.0 0.1
<br /> 1 Confluence With Fountain Creek
<br /> Feet Above
<br />
|