|
<br />I
<br />
<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 Floodway Floodway Increase
<br /> Cross Section Distance (Feet) (Square Feet) Second) (Feet) (Feet) (Feet) (Feet)
<br /> Sand Creek
<br /> (Cont'd)
<br /> AC 21,830 170 547 10.4 6,094.4 6,094.4 6,094.4 0.0
<br /> AD 22,640 280 650 8.7 6,106.9 6,106.9 6,106.9 0.0
<br /> AE 24,100 270 641 8.9 6,125.5 6,125.5 6,125.5 0.0
<br /> AF 25,035 260 639 8.9 6,143.8 6,143.8 6,l43.8 0.0
<br /> AG 26,185 200 583 9.7 6,165.1 6,165.1 6,165.1 0.0
<br /> AH 27,040 360 701 8.1 6,180.9 6,180.9 6,l80.9 0.0
<br /> AI 27,130 360 1, 141 5.0 6,181.1 6,181.1 6,182.1 1.0
<br /> AJ 28,185 200 487 8.9 6,197.0 6,197.0 6,l97.0 0.0
<br />~ AI{ 29,410 160 454 9.6 6,217.4 6,217.4 6, 21 7 . 4 0.0
<br />" AL 30,145 110 447 9.7 6,241. 7 6,241. 7 6,242.2 0.5
<br /> AM 30,185 120 506 8.6 6,241. 9 6,241. 9 6,242.4 0.5
<br /> AN 31,265 80 355 12.3 6,252.7 6,252.7 6,252.7 0.0
<br /> AO 32,530 100 395 11.1 6,272.3 6,272.3 6,272.3 0.0
<br /> AP 34,010 80 366 11. 9 6,297.5 6,297.5 6,297.9 0.4
<br /> AQ 34,500 130 430 10.4 6,304.5 6,304.5 6,304.5 0.0
<br /> AR 34,570 130 681 6.6 6,305.4 6,305.4 6,306.4 1.0
<br /> AS 35,610 80 360 12.4 6,323.9 6,323.9 6,324.3 0.4
<br /> AT 36,550 102 461 9.7 6,345.7 6,345.7 6,345.7 0.0
<br /> AW 39,570 223/02 493 8.9 6,389.6 6,389.6 6,389.6 0.0
<br /> AX 39,582 224 619 7.1 6,390.4 6,390.4 6,390.4 0.0
<br /> AZ 40,500 352/2902 624 7.2 6,402.5 6,402.5 6,403.4 0.9
<br /> BA 41,590 160 530 8.3 6,415.7 6,415.7 6,416.6 0.9
<br /> BB 42,470 200 529 8.3 6,426.4 6,426.4 6, 427. 1 0.7
<br /> BC 42,895 200 554 8.1 6,431. 5 6,431. 5 6,432.2 0.7
<br /> BD 44,145 200 497 9.1 6,446.7 6,446.7 6,447.3 0.6
<br /> 1 Confluence With Fountain Creek 2
<br /> Feet Above Width/Width Within Incorporated Area
<br />
|