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<br /> Table 2. Floodway Data
<br /> FLOODING SOURCE FLOODWAY BASE FLOOD ELEVATION
<br /> Mean
<br /> velocity wi thout With
<br /> 1 Width Sec Hon Area (Feet per Regulatory Floodway Floodway Increase
<br /> Cross Section Dis tance (Feet) (Square Feet) Second) (Feet) (Feet) (Feet) (Feet)
<br /> Roaring Fork
<br /> River (COnt'd)
<br /> CW 91,965 150 708 9.5 7,577.8 7,577.8 7,577.9 0.1
<br /> CX 92,500 90 501 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 0.1
<br /> CZ 94,045 150 1,184 5.7 7,606.9 7,606.9 7,606.9 0.0
<br /> DA 94,590 95 507 13.2 7,616.2 7,616.2 7,616.2 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 76 418 13.6 7,647.0 7,647.0 7,647.0 0.0
<br />.... 97,300 67 14.1 7,663.9 7,663.9 0.0
<br />J> DO 406 7,663.9
<br /> DE 98,530 90 448 12.7 7,685.0 7,685.0 7,685.0 0.0
<br /> OF 99,730 76 424 13.4 7,708.3 7,708.3 7,708.3 0.0
<br /> DG 99,800 77 427 13.3 7,708.3 7,708.3 7,708.3 0.0
<br /> DB 100,435 75 422 13.5 7,716.6 7,716.6 7,716.8 0.2
<br /> 01 101,120 80 614 9.3 7,723.1 7,723.1 7,723.9 0.8
<br /> OJ 101,530 110 478 11.9 7,728.9 7,728.9 7,728.9 0.0
<br /> OK 102,110 85 503 11.3 7,735.7 7,735.7 7,736.2 0.5
<br /> DL 102,910 108 578 9.9 7,745.7 7,745.7 7,745.9 0.2
<br /> OM 103,350 75 500 9.2 7,750.3 7,750.3 7,751.2 0.9
<br /> ON 104,070 84 450 10.2 7,759.4 7,759.4 7,760.1 0.7
<br /> DO 104,895 58 397 11.6 7,770.0 7,770.0 7,770.6 0.6
<br /> DP 105,250 63 422 10.9 7,774.6 7,774.6 7,775.2 0.6
<br /> DQ 105,700 100 402 11.5 7,780.6 7,780.6 7,780.6 0.0
<br /> DR 106,330 65 354 13.0 7,789.7 7,789.7 7,789.8 0.1
<br /> OS 106,955 70 358 12.9 7,801.4 7,801.4 7,801.4 0.0
<br /> DT 107,625 100 485 9.5 7,812.8 7,812.8 7,812.9 0.1
<br />
<br />lFeet Above Downstream Limit of Detailed Study
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