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<br /> Table 3. F~oodway Data
<br /> FLOODING SOURCE FLOODWAY BASE FLOOD EI.EVATION
<br /> Mean
<br /> Ve~ocity Without With
<br /> ~ Width Section Area (Feet per Regulatory F~oodway F100dway Increase
<br /> Cross Section Distance (Feet) (Square Feet) Second) (Feet) (Feet) (Feet) (Feet)
<br /> Roaring Fork
<br /> River (Cont'd)
<br /> DU 108,090 ~20 S~7 8.9 7,8~8.5 7,8~8.5 7,8~8.8 0.3
<br /> DV ~08,525 110 5~4 8.9 7,823.1 7,823.1 7,823.2 O.~
<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 /> EB 110,060 55 308 10.7 7,844.7 7,844.7 7,845.4 0.7
<br />w EC 110,120 S3 277 11.9 7,845.7 7,845.7 7,845.7 0.0
<br />tJl
<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 ~0.3 7,854.1 7,854.1 7,854.3 0.2
<br /> EF 111,0~5 88 379 8.7 7,856.1 7,856.1 7,856.~ 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 S2 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 4S 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 7,90S.2 0.4
<br /> EN 114,275 53 278 ~1.9 7,921.4 7,921.4 7,921.4 0.0
<br /> EO 114,720 5S 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 11S,290 88 402 8.2 7,941.5 7,94~.5 7,941.5 0.0
<br />
<br />~Feet Above Downstream Limit of Detailed Study
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