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<br /> Table 2. Floodway Data
<br /> FLOODING SOURCE FLOODWAY BASE FLOOD ELEVATION
<br /> Mean
<br /> Velocity Without With
<br /> 1 Width Section Area (Feet per Regulatory Floodway Floodway Inc re ase
<br /> Cross Section Dis tance (Feet) (Square Feet) Second) (Feet) (Feet) (Feet) (Feet)
<br /> Roaring Fork
<br /> River (COnt'd)
<br /> ES 115,685 59 287 l1.5 7,951.1 7,951.1 7,951.1 0.0
<br /> ET 116,210 68 303 10.9 7,964.8 7,964.8 7,964.8 0.0
<br /> EU 117,025 90 333 9.9 7,977.7 7,977.7 7,977.7 0.0
<br /> EV 117,405 44 250 13.2 7,983.6 7,983.6 7,983.7 0.1
<br /> EW 118,270 104 855 3.9 7,987.8 7,987.8 7,988.7 0.9
<br /> EX 118,905 85 425 7.8 7,988.2 7,988.2 7,989.2 1.0
<br />.... EY 118,945 96 478 6.9 7,990.3 7,990.3 7,990.3 0.0
<br /><)) EZ 119,050 69 414 8.0 7,990.7 7,990.7 7,991.2 0.5
<br /> FA 119,865 84 333 9.9 8,004.6 8,004.6 8,004.6 0.0
<br /> FB 120,120 88 343 9.6 8,013.5 8,013.5 8,013.5 0.0
<br /> FC 120,150 90 338 9.8 8,018.8 8,018.8 8,018.8 0.0
<br /> FD 120,305 31 259 12.8 8,020.4 8,020.4 8,020.4 0.0
<br /> FE 120,355 31 256 12.9 8,020.8 8,020.8 8,020.4 0.0
<br /> FF 120,455 40 403 8.2 8,023.6 8,023.6 8,023.6 0.0
<br /> FG l20,850 109 889 3.7 8,023.9 8,023.9 8,024.6 0.7
<br /> FH l21,350 6l 576 5.7 8,024.2 8,024.2 8,024.8 0.6
<br /> FI l21,575 63 582 5.7 8,024.6 8,024.6 8,025.2 0.6
<br /> FJ 121,605 64 579 5.7 8,024.6 8,024.6 8,025.2 0.6
<br /> FK 12l,855 63 528 6.2 8,025.0 8,025.0 8,025.6 0.6
<br /> FL 122,125 75 517 6.4 8,025.9 8,025.9 8,026.3 0.4
<br /> FM 122,160 96 521 6.3 8,026.l 8,026.1 8,026.2 0.1
<br /> FN 122,610 180 1,226 2.7 8,026.7 8,026.7 8,027.2 0.5
<br /> FO 123,205 364 2,384 1.4 8,026.8 8,026.8 8,027.5 0.7
<br /> FP 124,045 400 2,593 1.3 8,026.9 8,026.9 8,027.6 0.7
<br /> FQ 124,250 500 2,284 1.4 8,026.9 8,026.9 8,027.6 0.7
<br />
<br />lb" f . d
<br />Feet A ove Downstream Llmlt 0 Detalle Study
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