|
<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 /> Fountain Creek
<br /> DH 138,750 450 3,613 13.3 5,816.3 5,816.3 5,816.7 0.4
<br /> 00 144,977 680/1902 4,119 11.2 5,855.0 5,855.0 5,855.0 0.0
<br /> DP 146,097 1,100/1302 5,921 7.8 5,859.4 5,859.4 5,860.l 0.7
<br /> DQ 147,737 275 2,815 15.9 5,872.5 5,872.5 5,872.5 0.0
<br /> DR 149,455 550 3,737 12.0 5,884.0 5,884.0 5,884.3 0.3
<br /> DS 150,815 400 3,312 13.5 5,891. 6 5,891. 6 5,891. 9 0.3
<br /> DT 152,165 800 5,297 8.5 5,903.0 5,903.0 5,903.0 0.0
<br /> DU 152,995 260 2,733 16.4 5,905.9 5,905.9 5,906.3 0.4
<br /> DV 153,050 290 3,100 14.4 5,907.2 5,907.2 5,907.6 0.4
<br />w DW 153,250 280 3,472 12.9 5,910.2 5,910.2 5,910.2 0.0
<br />w DX 153,508 280 2,462 17.2 5,910.2 5,910.2 5,910.2 0.0
<br /> DY 153,550 280 2,975 14.2 5,910.2 5,910.2 5,9l0.4 0.2
<br /> DZ 154,850 340 2,806 15.0 5,9l8.l 5,918.1 5,9l8.1 0.0
<br /> EA 156,940 510 4,231 10.0 5,929.1 5,929.1 5,930.1 1.0
<br /> EB 158,260 250 2,565 16.4 5,944.1 5,944.1 5,944.l 0.0
<br /> EC 159,755 187 2,159 19.5 5,950.7 5,950.7 5,950.9 0.2
<br /> ED 159,845 270 3,187 13.2 5,952.5 5,952.5 5,953.5 1.0
<br /> EE 160,275 100 1,177 17.4 5,957.9 5,957.9 5,958.9 1.0
<br /> EF 160,375 110 1,344 15.3 5,959.5 5,959.5 5,960.5 1.0
<br /> EG 160,680 130 1,829 11.2 5,964.2 5,964.2 5,964.2 0.0
<br /> EH 161,235 110 1,139 18.0 5,969.2 5,969.2 5,969.2 0.0
<br /> EI 161,300 110 1,163 17.6 5,969.6 5,969.6 5,969.6 0.0
<br /> EJ 161,650 185 1,377 14.9 5,969.6 5,969.6 5,969.6 0.0
<br /> EK 162,100 430 2,046 10.0 5,977.7 5,977.7 5,978.3 0.6
<br /> EL 162,165 500 2,528 8.1 5,978.3 5,978.3 5,978.9 0.6
<br /> EM 163,125 290 1,878 10.9 5,981.5 5,981.5 5,981. 5 0.0
<br /> 1 FOuntain Creek Mile 21.0 2
<br /> Feet Above Width/Width Within Corporate Limits
<br />
|