|
<br /> Table 2. Fl00dway Data
<br /> FIDODING SOURCE FIDODll'AY BASE FIDOD ELEW.1'lON
<br /> Mean
<br /> Velocity Without With
<br /> 1 Width Section Mea {Feet pElr Regulatory Floodway Floodway Increase
<br /> Cross Section Pistance (Feet) (Square Feet) Second) (Feet) (Feet) (Feet) (Feet)
<br /> Roaring Fork
<br /> River
<br /> A 1,330 100 708 14.1 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 6,590.1 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 />IV
<br /> H 9,950 130 721 13.0 6,594.2 6,594.2 6,594.2 0.0
<br /> I 10.430 162 902 10.4 6,600.9 6.600.9 6.600.9 0.0
<br /> J 11,330 156 729 12.9 6,611.3 6,611.3 6,611.3 0.0
<br /> K 12,095 130 733 12.8 6,621.4 6,621.4 6.621.4 0.0
<br /> L 12,8!:l0 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 14,680 200 866 10.9 6,656.1 6,656.1 6.656.1 0.0
<br /> 0 15,460 325 1,322 7.1 6,666.1 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 16,045 117 692 13.6 6,673.5 6,673.5 6.673.5 0.0
<br /> R 16,130 160 1,251 7.5 6,676.4 6,676.4 6,676.4 0.0
<br /> S 16.380 214 907 lO.4 6,677.6 6,677.6 6,677.6 0.0
<br /> T 17.500 106 687 13.7 6,693.9 6,693.9 6,6B.9 0,0
<br /> U 18,580 116 693 13.6 6,705.7 6,705.7 6,706.0 0.3
<br /> V 19,200 117 886 10.6 6,713.3 6,113.3 7.714.2 0.9
<br /> W 19,770 103 676 13.9 6,719.6 6.719.6 6.719.7 0.1
<br /> X 20,370 125 813 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 Limit of Detailed Study
<br /> Feet Above
<br />
|