<br /> Table 2. F100dway Data
<br /> FIDODING SOURCE FLOODWAY BASE FIDOD 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 /> Roaring Fork
<br /> River (Cont'd)
<br /> Z 21,900 130 753 12.5 6,742.9 6,742.9 6,743.2 0.3
<br /> AA 22,090 122 690 13.6 6,745.7 6,745.7 6,745.7 0.0
<br /> AB 22,190 114 676 13.9 6,751.4 6 ,751. 4 6,751. 4 0.0
<br /> AC 22,810 280 959 9.8 6,760.0 6,760.0 6,760.4 0.4
<br /> AD 23,035 275 1,003 9.4 6,763.5 6,763.5 6,763.8 0.3
<br /> AE 23,270 155 760 12.4 6,766.4 6,766.4 6,766.4 0.0
<br /> AF 23,615 145 784 12.0 6,770.9 6,770.9 6,770.9 0.0
<br />f-" AG 23,900 145 737 12.7 6,774.2 6,774.2 6,774.2 0.0
<br />w
<br /> AH 24,280 129 702 13.4 6,778.8 6,778.8 6,778.8 0.0
<br /> AI 24,430 138 833 11.3 6,780.1 6,780.1 6,780.5 0.4
<br /> AJ 24,515 213 877 10.7 6,783.2 6,783.2 6,783.2 0.0
<br /> AK 24,990 193 946 9.9 6,787.3 6,787.3 6,787.3 0.0
<br /> AL 25,500 189 844 11.1 6,792.8 6,792.8 6,792.8 0.0
<br /> AM 25,710 150 762 12.3 6,794.7 6,794.7 6,794.7 0.0
<br /> AN 25,990 159 782 12.0 6,797.5 6,797.5 6,797.7 0.2
<br /> AO 26,560 153 766 12.3 6,803.5 6,803.5 6,803.5 0.0
<br /> AP 27,680 90 624 15.1 6,816.3 6,816.3 6,816.3 0.0
<br /> AQ 28,370 103 652 14.4 6,824.4 6,824.4 6,824.4 0.0
<br /> AR 29,170 85 617 15.2 6,833.5 6,833.5 6,833.5 0.0
<br /> AS 29,900 125 698 13.5 6,843.6 6,843.6 6,843.6 0.0
<br /> AT 30,060 i07 741 11.2 6,846.2 6,846.2 6,846.2 0.0
<br /> AU 30,190 121 630 13.2 6,847.6 6,847.6 6,847.6 0.0
<br /> AV 30,380 110 981 8.5 6,850.3 6,850.3 6,850.3 0.0
<br /> AW 30,530 105 940 8.8 6,850.9 6,850.9 6,850.9 0.0
<br /> AX 31,300 151 679 12.2 6,859.3 6,859.3 6,859.3 0.0
<br />1 Downstream Limit of Detailed Study
<br /> Feet Above
<br />
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