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<br /> Table 2. Floodway Data
<br /> FLOODING SOURCE FWODWAY BASE FWOD ELEVATION
<br /> Mean
<br /> velocity Without with
<br /> 1 Width Section 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 /> DU 108,090 120 517 8.9 7,818.5 7,818.5 7,818.8 0.3
<br /> DV 108,525 no 514 8.9 7,823.1 7,823.1 7,823.2 0.1
<br /> DW 109,015 240 577 5.7 7,831.0 7,831. 0 7,831.0 0.0
<br /> DX 109,180 75 306 10.8 7,833.7 7,833.7 7,833.7 0.0
<br /> DY 109,200 78 418 7.9 7,836.0 7,836.0 7,836.0 0.0
<br /> DZ 109,400 93 403 8.2 7,837.2 7,837.2 7,837.2 0.0
<br /> EA 109,850 76 357 9.2 7,842.7 7,842.7 7,843.0 0.3
<br />f-"
<br />-.J EB 110,060 55 308 10.7 7,844.7 7,844.7 7,845.4 0.7
<br /> EC 110,120 53 277 11.9 7,845.7 7,845.7 7,845.7 0.0
<br /> ED 110,730 61 347 9.5 7,852.7 7,852.7 7,852.8 0.1
<br /> EE 110,890 84 320 10.3 7,854.1 7,854.1 7,854.3 0.2
<br /> EF 111,015 88 379 8.7 7,856.1 7,856.1 7,856.1 0.0
<br /> EG 111,665 110 386 8.5 7,865.6 7,865.6 7,865.7 0.1
<br /> EH 112,080 46 265 12.4 7,874.6 7,874.6 7,874.7 0.1
<br /> EI 112,440 52 287 11.5 7,881.0 7,881.0 7,881.9 0.9
<br /> EJ 113,030 30 216 15.3 7,891. 9 7,891.9 7,892.0 0.1
<br /> EK 113,075 111 455 7.3 7,893.5 7,893.5 7,893.6 0.1
<br /> EL 113,390 45 247 13.4 7,897.9 7,897.9 7,897.9 0.0
<br /> EM 113,785 40 237 13.9 7,904.8 7,904.8 7,905.2 0.4
<br /> EN 114,275 53 278 11.9 7,921.4 7,921.4 7,921.4 0.0
<br /> EO 114,720 55 275 12.0 7,932.3 7,932.3 7,932.3 0.0
<br /> EP 114,850 47 263 12.5 7,935.7 7,935.7 7,935.7 0.0
<br /> EQ 114,900 61 353 9.3 7,937.5 7,937.5 7,937.5 0.0
<br /> ER 115,290 88 402 8.2 7,941.5 7,941.5 7,941.5 0.0
<br />
<br />lFeet Above Downstream Limit of Detailed Study
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