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<br /> Table 2. Floodway Data
<br /> FLOODING SOURCE FLOODWAY BASE FLOOD ELEVATION
<br /> Mean
<br /> Velocity Without With
<br /> Width Section Area (Feet per Regulatory Floodway Floodway Increase
<br /> Cross Section Distance 1 (Feet) (Square Feet) Second} (Feet) (Feet) (Feet) (Feet)
<br /> Roaring Fork
<br /> River (COnt'd)
<br /> FR 124,820 500 2,076 1.6 8,027.1 8,027.l 8,027.9 0.8
<br /> FS 125,710 575 2,638 1.3 8,027.3 8,027.3 8,028.2 0.9
<br /> FT 126,590 600 2,833 1.2 8,027.4 8,027.4 8,028.4 1.0
<br /> FU l27,250 597 2,466 1.3 8,027.5 8,027.5 8,028.5 1.0
<br /> FV 130,470 900 2,442 1.4 8,028.9 8,028.9 8,029.8 0.9
<br /> FW 13l,760 500 l,505 2.2 8,030.l 8,030.l 8,030.6 0.5
<br />.... FX 132,480 410 l,494 2.2 8,030.7 8,030.7 8,031.5 0.8
<br />'"
<br /> FY 133,l85 360 l,l84 2.8 8,031.6 8,031.6 8,032.l 0.5
<br /> FZ 134,115 38l l,232 2.7 8,032.8 8,032.8 8,033.3 0.5
<br /> GA 135,295 650 1,784 1.8 8,034.0 8,034.0 8,035.0 1.0
<br /> GB 136,740 500 l,284 2.6 8,036.7 8,036.7 8,037.4 0.7
<br /> GC 136,790 500 l,88l 1.8 8,038.3 8,038.3 8,038.8 0.5
<br /> GO l37,250 450 916 3.6 8,038.4 8,038.4 8,039.4 1.0
<br /> GE 138,000 130 70l 4.7 8,041.5 8,041.5 8,042.2 0.7
<br /> GF 138,730 74 29l l1.4 8,048.7 8,048.7 8,048.7 0.0
<br /> GG 139,305 60 247 11.5 8,064.6 8,064.6 8,064.6 0.0
<br /> GH 139,750 50 232 12.3 8,073.0 8,073.0 8,073.0 0.0
<br /> GI 139,8l0 132 652 4.4 8,074.8 8,074.8 8,074.8 0.0
<br /> GJ 139,850 126 601 4.7 8,074.9 8,074.9 8,074.9 0.0
<br /> GK l40,450 110 433 6.6 8,076.4 8,074.6 8,074.6 0.0
<br /> GL 14l,l80 112 350 8.1 8,081.2 8,081.2 8,081.2 0.0
<br /> GM 142,470 l06 578 4.2 8,085.2 8,085.2 8,086.0 0.8
<br /> GN l43,445 74 235 lO.2 8,090.0 8,090.0 8,090.0 0.0
<br /> GO 144,400 68 252 9.5 8,lO1.6 8,101.6 8,101. 6 0.0
<br /> GP 145,295 75 236 lO.2 8,119.1 8,119.l 8,119.l 0.0
<br />
<br />lFeet Above Downstream Limit of Detailed Study
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