|
<br /> Table 2. Floodway Data
<br /> Floodinq Source Floodwav Base Flood Elevation
<br /> Mean
<br /> Velocity Without With
<br /> Width Section Area (Feet per Regulatory Floodway Floodway Increase
<br /> Cross Section Distancel (Feet) (Square Feet) Second} (Feet) (Feet) (Feet) (Feet)
<br /> Little Dry Creek
<br /> A 92 60 358 10.3 2 5,263.3 5,263.3 0.0
<br /> 5,267.3
<br /> B 200 91 649 5.7 2 5,265.9 5,265.9 0.0
<br /> 5,267.3
<br /> C 761 99 492 7.5 2 5,267.2 5,267.3 0,1
<br /> 5,267.3
<br /> D 1,204.3 47 269 13.8 5,271.1 5,271.1 5,271.1 0,0
<br /> E 1,355 75 369 10.0 5,274.4 5,274.4 5,274.4 0.0
<br /> F 1,459 47 298 12.4 5,276.9 5,276.9 5,276.9 0.0
<br /> G 1,659 49 335 11. 0 5,279.0 5,279.0 5,279.0 0.0
<br /> H 1,859 49 337 11.0 5,281.0 5,281.0 5,281.0 0.0
<br /> I 6,380 122 626 5.8 5,318.4 5,318.4 5,318.4 0,0
<br />.0- J 6,590 105 505 7.2 5,318.8 5,318,8 5,318.8 0.0
<br />ln
<br /> K 6,960 50 380 9.6 5,319.7 5,319,7 5,319.7 0.0
<br /> L 7,000 75 537 6.8 5,320.5 5,320.5 5,320.5 0.0
<br /> M 7,285 89 633 5.8 5,323.7 5,323.7 5,323.7 0.0
<br /> N 7,485 166 1,039 3,5 5,324.3 5,324.3 5,324.3 0.0
<br /> 0 9,250 570 850 8.0 5,340.7 5,340.7 5,340.7 0.0
<br /> P 9,400 190 1,499 2.0 5,341.9 5,341.9 5,342.9 1.0
<br /> Q 10,450 85 615 5.0 5,345.9 5,345.9 5,346.9 1.0
<br /> IFeet above confluence with South Platte River
<br /> 2Elevation due to backwater from South Platte River
<br />
|