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<br /> Tab~e 3. F100dway Data
<br /> FLOODING SOURCE FLOODWAY BASE FLOOD EI.EVATION
<br /> Mean
<br /> Ve10ci ty Without With
<br /> 1 Width Section Area (Feet per Regu~tory F~oodway F~oodway Increase
<br /> Cross Section Distance (Feet) (Square Feet) Second) (Feet) (Feet) (Feet) (Feet)
<br /> Roaring Fork
<br /> River
<br /> A ~,330 ~OO 708 ~4.7 6,525.2 6,525.2 6,525.2 0.0
<br /> B 2,0~5 ~57 ~,~90 8.7 6,53~.2 6,531. 2 6,531. 2 0.0
<br /> C 2,590 ~85 9~5 11.4 6,533.5 6,533.5 6,533.6 O.~
<br /> D 9,080 ~60 8~6 ~2.8 6,584.0 6,584.0 6,584.0 0.0
<br /> E 9,790 190 930 ~0.1 6,590.7 6,590.7 6,590.9 0.2
<br /> F 9,860 ~07 664 ~4.2 6,592.2 6,592.2 6,592.2 0.0
<br /> G 9,9~0 ~09 706 ~3.3 6,592.6 6,592.6 6,592.6 0.0
<br /> H 9,950 130 72~ 13.0 6,594.2 6,594.2 6,594.2 0.0
<br />w I 10,430 162 902 ~0.4 6,600.9 6,600.9 6,600.9 0.0
<br />0
<br /> J 11,330 ~56 729 12.9 6,611.3 6,611.3 6,611.3 0.0
<br /> ,It"" ),~,O~~ 130 .733 ~2.8 6,6:?l",4 .. fi""E;,:?,:L",~ fi,6,?,:L"",4" 0.0
<br /> L ~2,890 130 718 ~3.~ 6,632.8 6,632.8 6,632.8 0.0
<br /> M ~3,660 ~90 8~3 ~1.6 6,642.4 6,642.4 6,642.4 0.0
<br /> N 14,680 200 866 ~0.9 6,656.~ 6,656.~ 6,656.1 0.0
<br /> 0 ~5,460 325 1,322 7.~ 6,666.7 6,666.7 6,667.1 0.4
<br /> p ~5,920 204 926 ~0.2 6,672.6 6,672.6 6,672.6 0.0
<br /> Q 16,045 117 692 ~3.6 6,673.5 6,673.5 6,673.5 0.0
<br /> R 16,130 160 ~,257 7.5 6,676.4 6,676.4 6,676.4 0.0
<br /> S ~6,380 2~4 907 ~0.4 6,677.6 6,677.6 6,677.6 0.0
<br /> T ~7,500 ~06 687 ~3. 7 6,693.9 6,693.9 6,693.9 0.0
<br /> U ,18,580 116 693 ~3.6 6,705.7 6,705.7 6,706.0 0.3
<br /> V ~9,200 117 886 10.6 6,713.3 6,713.3 7,714.2 0.9
<br /> W ~9, 770 103 676 13.9 6,719.6 6,719.6 6,719,7 0.1
<br /> X 20,370 125 813 ~1.6 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
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