|
<br /> Table 2. Floodway Data
<br /> FLOODING SOORCE FLOODWAY BASE FIDOD 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 8,027.1 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 127,250 597 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 131,760 500 1,505 2.2 8,030.1 8,030.1 8,030.6 0.5
<br />f-" FX 132,480 410 1,494 2.2 8,030.7 8,030.7 8,031.5 0.8
<br />'"
<br /> FY 133,185 360 1,184 2.8 8,031.6 8,031.6 8,032.1 0.5
<br /> FZ 134,115 381 1,232 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 1,284 2.6 8,036.7 8,036.7 8,037.4 0.7
<br /> GC 136,790 500 1,881 1.8 8,038.3 8,038.3 8,038.8 0.5
<br /> GD 137,250 450 916 3.6 8,038.4 8,038.4 8,039.4 1.0
<br /> GE 138,000 130 701 4.7 8,041.5 8,041.5 8,042.2 0.7
<br /> GF 138,730 74 291 11.4 8,048.7 8,048.7 8,048.7 0.0
<br /> GG 139,305 60 247 1l.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 139,810 132 652 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 140,450 110 433 6.6 8,076.4 8,074.6 8,074.6 0.0
<br /> GL 141,180 112 350 8.1 8,081.2 8,081.2 8,081.2 0.0
<br /> GM 142,470 106 578 4.2 8,085.2 8,085.2 8,086.0 0.8
<br /> GN 143,445 74 235 10.2 8,090.0 8,090.0 8,090.0 0.0
<br /> GO 144,400 68 252 9.5 8,101.6 8,101.6 8,101. 6 0.0
<br /> GP 145,295 75 236 10.2 8,119.1 8 ,1l9.1 8,119.1 0.0
<br />
<br />IFeet Above Downstream Limit of Detailed Study
<br />
|