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<br /> Table 3. Fl00dway Data
<br /> FLOODING SOURCE FLOODWAY BASE FLOOD ELEVATION
<br /> Mean
<br /> Veloci ty Without With
<br /> 1 Width Section Area {Feet per Regulatory Fl00dway Fl00dway Increase
<br /> Cross Section Distance (Feet) (Square Feet) Second) (Feet) (Feet) (Feet) (Feet)
<br /> Roaring Fork
<br /> River
<br /> A 1,330 100 708 14.7 6,525.2 6,525.2 6,525.2 0.0
<br /> B 2,015 157 1,190 8.7 6,531.2 6,531. 2 6,531. 2 0.0
<br /> C 2,590 185 915 11.4 6,533.5 6,533.5 6,533.6 0.1
<br /> D 9,080 160 816 12.8 6,584.0 6,584.0 6,584.0 0.0
<br /> E 9,790 190 930 10.1 6,590.7 6,590.7 6,590.9 0.2
<br /> F 9,860 107 664 14.2 6,592.2 6,592.2 6,592.2 0.0
<br /> G 9,910 109 706 13.3 6,592.6 6,592.6 6,592.6 0.0
<br /> H 9,950 130 721 13.0 6,594.2 6,594.2 6,594.2 0.0
<br />w I 10,430 162 902 10.4 6,600.9 6,600.9 6,600.9 0.0
<br />0
<br /> J 11,330 156 729 12.9 6,611.3 6,611.3 6,611.3 0.0
<br /> .Jt,',. .....:l,,~,'O~~,... 130 733 12.8 6,6:?:l,..4 .. 1i_".E;.:?,!,.,~ Ii, 6,?!.,...4.. 0.0
<br /> L 12,890 130 718 13.1 6,632.8 6,632.8 6,632.8 0.0
<br /> M 13,660 190 813 11.6 6,642.4 6,642.4 6,642.4 0.0
<br /> N 1.4,680 200 866 10.9 6,656.1 6,656.1 6,656.1 0.0
<br /> 0 15,460 325 1,322 7.1 6,666.7 6,666.7 6,667.1 0.4
<br /> p 15,920 204 926 10.2 6,672.6 6,672.6 6,672.6 0.0
<br /> Q 1.6,045 117 692 13.6 6,673.5 6,673.5 6,673.5 0.0
<br /> R 16,130 160 1,257 7.5 6,676.4 6,676.4 6,676.4 0.0
<br /> S 16,380 214 907 10.4 6,617.6 6,617.6 6,617.6 0.0
<br /> T 17,500 106 687 13.7 6,693.9 6,693.9 6,693.9 0.0
<br /> U .1.8,580 116 693 13.6 6,705.7 6,705.7 6,706.0 0.3
<br /> V 19,200 117 886 10.6 6,713.3 6,713.3 7,714.2 0.9
<br /> W 19,170 1.03 676 13.9 6,719.6 6,719.6 6,719,7 0.1.
<br /> X 20,370 1.25 813 11.6 6,725.9 6,725.9 6,726.0 0.1.
<br /> Y 21,180 130 705 13.3 6,735.6 6,735.6 6,735.6 0.0
<br />1. Downstream Limi t of Detailed Study
<br /> Feet Above
<br />
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