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<br /> Table 2. F100dway Data
<br /> FLOODING SOURCE FLOODWAY BASE FLOOD ELEVATION
<br /> Mean
<br /> Velocity Wi thout With
<br /> Width Section Area (Feet per Regulatory F100dway F100dway Increase
<br /> Cross Section Distancel (Feet) (Square Feet) Second) (Feet) (Feet) (Feet) (Feet)
<br /> Piney Creek
<br /> (Cont'd)
<br /> AA 16,920 290 1,061 8.4 5,732.6 5,732.6 5,732.6 0,0
<br /> AB 17,720 270 708 12.6 5,740.4 5,740.4 5,740.4 0.0
<br /> AC 18,470 360 1,904 4.7 5,745.9 5,745.9 5,746.4 0.5
<br /> AD 19,370 640 878 9.8 5,754.6 5,754.6 5,755.1 0.5
<br /> AE 19,970 640 952 9.0 5,760.8 5,760.8 5,760,8 0.0
<br /> AF 20,770 660 1,370 6.3 5,767.6 5,767.6 5,767.6 0,0
<br /> AG 21,320 580 1,390 6.2 5,772.3 5,772,3 5,772.3 0.0
<br /> AH 21,920 160 664 13.0 5,777.3 5,777.3 5,777.3 0.0
<br /> AI 21,995 150 708 12.1 5,778.0 5,778.0 5,778.0 0.0
<br />en AJ 22,665 280 1,044 8.2 5,784.2 5,784.2 5,784.4 0.2
<br />w
<br /> AK 23,165 270 726 11.8 5,789.2 5,789.2 5,789.2 0.0
<br /> AL 24,015 260 801 10,7 5,796.1 5,796.1 5,796.6 0.5
<br /> AM 24,715 540 2,182 3.4 5,801.0 5,801.0 5,801.5 0.5
<br /> AN 25,265 320 1,014 7.4 5,804.6 5,804.6 5,804,7 0,1
<br /> AO 25,625 310 886 8.5 5,808.8 5,808.8 5,808.9 0,1
<br /> AP 26,075 310 905 8.3 5,813.0 5,813,0 5,813.2 0.2
<br />
<br />IFeet Above Confluence With Cherry Creek
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