|
<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 /> Width Section Area (Feet per Regulatory F100dway F100dway Increase
<br />Cross Section Distance1 (Feet) (Square Feet) Second) (Feet) (Feet) (Feet) (Feet)
<br />Fountain Creek
<br />(Cont'd)
<br />EN 164,455 380 2,362 8.7 5,991.6 5,991.6 5,992.1 0.5
<br />EO 165,555 160 1,610 12.7 6,003.6 6,003.6 6,004.0 0.4
<br />EP 166,655 140 1,382 14.8 6,018.4 6,018.4 6,018.4 0.0
<br />EQ 167,555 150 1,502 13.7 6,026.0 6,026.0 6,026.0 0.0
<br />ER 168,575 370 1,757 11.7 6,034.3 6,034.3 6,035.2 0.9
<br />ES 168,660 430 2,414 8.5 6,035.7 6,035.7 6,036.7 1.0
<br />ET 169,050 320 2,470 8.3 6,041.2 6,041.2 6,041.3 0.1
<br />EU 169,330 190 1,338 15.3 6,045.8 6,045.8 6,045.8 0.0
<br />EV 169,400 290 1,717 11.9 6,046.8 6,046.8 6,046.8 0.0
<br />EW 169,995 290 2,299 8.9 6,048.5 6,048.5 6,048.8 0.3
<br />EX 171 ,200 220 1,753 11.7 6,063.5 6,063.5 6,063.5 0.0
<br />EY 171,580 350 1,899 10.8 6,070.7 6,070.7 6,070.7 0.0
<br />EZ 171 ,605 360 1,979 10.4 6,070.7 6,070.7 6,070.7 0.0
<br />FA 171,910 390 2,724 7.5 6,074.1 6,074.1 6,074.4 0.3
<br />FB 172,130 340 1,814 11.3 6,078.0 6,078.0 6,078.1 0.1
<br />FC 172,165 340 2,221 9.2 6,079.1 6,079.1 6,079.2 0.1
<br />FD 172,765 3103 2,086 9.8 6,082.9 6,082.9 6,082.9 0.0
<br />FE 173,541 3903 2,398 8.5 6,088.9 6,088.9 6,089.1 0.2
<br />FF 173,551 390 2,427 8.4 6,088.9 6,088.9 6,089.2 0.3
<br />FG 174,541 340/502 1,966 10.4 6,099.2 6,099.2 6,099.9 0.7
<br />FH 175,101 420/1702 2,554 8.0 6,109.7 6,109.7 6,109.7 0.0
<br />FI 175,131 420/190~ 2,644 7.8 6,109.8 6,109.8 6,109.8 0.0
<br />FJ 175,240 5803 3,130 6.5 6,111.9 6,111.9 6,112.4 0.5
<br />FK 175,300 580 3,368 6.1 6,112.6 6,112.6 6,112.6 0.0
<br />FL 176,261 320/1702 2,228 8.8 6,123.0 6,123.0 6,123.0 0.0
<br />1Feet Above Fountain Creek Mile 21.0 2Floodway Lies Entirely Outside Corporate Limits
<br />3Width/Width Within Corporate Limits
<br />
|