|
<br />.
<br />
<br />..
<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 F100dway Increase
<br /> Cross Section Distance (Feet) (Square Feet) Second) (Feet) (Feet) (Feet) (Feet)
<br /> Cottonwood Creek
<br /> (Cont'd)
<br /> AI< 20,195 176 775 11.9 6,587.5 6,587.5 6,588.5 1.0
<br /> AL 20,715 180 797 11.5 6,595.4 6,595.4 6,596.3 0.9
<br /> AM 21,635 202 816 11.3 6,609.5 6,609.5 6,610.3 0.8
<br /> AN 22,275 191 796 11.6 6,620.3 6,620.3 6,620.7 0.4
<br /> AO 23,375 82 599 15.4 6,638.5 6,638.5 6,639.2 0.7
<br /> AP 23,980 83 537 14.5 6,647.4 6,647.4 6,647.4 0.0
<br /> AQ 25,010 83 537 14.5 6,664.7 6,664.7 6,664.7 0.0
<br />w AR 26,265 99 570 13.7 6,684.9 6,684.9 6,684.9 0.0
<br />......
<br /> AU 29,786 130 590 12.3 6,745.3 6,745.3 6,745.3 0.0
<br /> AV 31,256 130 553 13.1 6,765.3 6,765.3 6,765.3 0.0
<br /> AW 32,666 100 504 12.7 6,791. 5 6,791. 5 6,791. 5 0.0
<br /> AX 34,246 110 518 12.4 6,819.0 6,819.0 6,819.0 0.0
<br /> BB 37,268 77 555 11.6 6,875.2 6,875.2 6,876.2 1.0
<br /> BC 37,701 80 466 13.8 6,885.2 6,885.2 6,885.2 0.0
<br /> BD 37,991 80 468 13.7 6,890.3 6,890.3 6,890.3 0.0
<br /> BE 39,056 90 414 11.8 6,903.3 6,903.3 6,903.3 0.0
<br /> BF 40,236 110 435 11.2 6,922.2 6,922.2 6,922.2 0.0
<br /> BG 41,231 100 424 11.5 6,938.7 6,938.7 6,938.7 0.0
<br /> BH 42,206 60 349 14.0 6,957.0 6,957.0 6,957.0 0.0
<br />
<br />1
<br />Feet Above Confluence With Monument Creek
<br />
<br />
|