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<br /> Table 3. F~oodway Data
<br /> FLOODING SOURCE FLOODWAY BASE FLOOD ELEVATION
<br /> Mean
<br /> Ve~ocity Without With
<br /> ~ Width Section Area (Feet per Regu1atory F~oodway F~oodway Increase
<br /> Cross Section Distance (Feet) (Square Feet) Second) (Feet) (Feet) (Feet) (Feet)
<br /> Roaring Fork
<br /> River (Cont'd)
<br /> CW 91,965 ~50 708 9.5 7,577.8 7,577.8 7,577.9 0.1
<br /> ex 92,500 90 50~ 13.4 7,582.5 7,582.5 7,582.5 0.0
<br /> CY 93,900 114 572 11. 7 7,596.5 7,506.5 7,506.6 o.~
<br /> CZ 94,045 ~50 ~,~84 5.7 7,606.9 7,606.9 7,606.9 0.0
<br /> DA 94,590 95 507 13.2 7,616.2 7 ,6~6.2 7,6~6.2 0.0
<br /> DB 95,520 80 509 13.2 7,630.3 7,630.3 7,630.3 0.0
<br /> DC 96,350 76 41.8 13.6 7,647.0 7,647.0 7,647.0 0.0
<br /> DD 97,300 67 406 ~4.~ 7,663.9 7,663.9 7,663.9 0.0
<br />w DE 98,530 90 448 12.7 7,685.0 7,685.0 7,685.0 0.0
<br />~ DF 99,730 76 424 ~3.4 7,708.3 7,708.3 7,708.3 0.0
<br /> ,~ """'~,~,&(),O, 77 427 13.3 7,,7l!1l,3 7!7~8.3 7! 71111,,} 0.0
<br /> DB ~00,435 75 422 13.5 7,H6.6 7,H6.6 7,H6.8 0.2
<br /> DI ~0~,~20 80 6~4 9.3 7,723.1 7,723.~ 7,723.9 0.8
<br /> DJ 10~,530 110 478 11.9 7,728.9 7,728.9 7,728.9 0.0
<br /> DK ~02,1~0 85 S03 11.3 7,735.7 7,735.7 7,736.2 0.5
<br /> DL ~02,9~0 ~08 578 9.9 7,745.7 7,745.7 7,745.9 0.2
<br /> OM ~03,350 75 500 9.2 7,750.3 7,750.3 7,751.2 0.9
<br /> DN ~04,070 84 450 ~0.2 7,759.4 7,759.4 7,760.1 0.7
<br /> DO ~04,895 58 397 11.6 7,770.0 7,770.0 7,770.6 0.6
<br /> DP ~05,250 63 422 ~0.9 7,774.6 7,774.6 7,775.2 0.6
<br /> DQ ~05,700 ~OO 402 11.5 7,780.6 7,780.6 7,780.6 0.0
<br /> DR ~06,330 65 354 ~3.0 7,789.7 7,789.7 7,789.8 O.~
<br /> DS ~06,955 70 358 ~2.9 7,801.4 7,80~.4 7,801.4 0.0
<br /> DT ~07,625 100 485 9.5, 7,812.8 7,812.8 7,812.9 O.~
<br />
<br />IFeet Above Downstream Limit of Detailed Study
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