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<br /> Table 2. Floodway Data
<br /> FLOODING SOURCE FLOODWAY BASE FIDOD ELEVATION
<br /> Mean
<br /> Velocity Without With
<br /> 1 Width Section Area {Feet per Regulatory Floodway Floodway Increase
<br /> Cross Section Distance (Feet) (Square Feet) Second) (Feet) (Feet) (Feet) (Feet)
<br /> Roaring Fork
<br /> River (Cont'd)
<br /> AY 32,465 100 595 13.9 6,877.7 6,877.7 6,877.7 0.0
<br /> AZ 33,580 73 646 12.8 6,889.2 6,889.2 6,889.4 0.2
<br /> BA 34,285 111 619 13.4 6,896.5 6,896.5 6,896.5 0.0
<br /> BB 35,190 132 723 11.5 6,907.0 6,907.0 6,907.1 0.1
<br /> Be 36,540 170 705 11.8 6,925.2 6,925.2 6,925.3 0,1
<br /> BD 38,500 100 615 13.5 6,944.7 6,944.7 6,945.0 0.3
<br />... BE 39,075 293 875 9.5 6,952.0 6,952.0 6,952.4 0.4
<br />'"
<br /> BF 40,355 263 899 9.2 6,965.6 6,965.6 6,966.1 0.5
<br /> BG 40,970 207 802 10.3 6,972.0 6,972.0 6,972.2 0.2
<br /> BH 42,795 268 863 9.6 6,989.2 6,989.2 6,989.6 0,4
<br /> BI 44,590 95 580 14.3 7,010.9 7,010.9 7,010.9 0.0
<br /> BJ 46,125 70 528 15.7 7,027.7 7,027.7 7,027.7 0.0
<br /> BK 48,460 103 600 13.8 7,047.9 7,047.9 7,047.9 0.0
<br /> BL 49,700 105 626 13.3 7,059.7 7,059.7 7,059.9 0.2
<br /> BM 50,430 94 705 11.8 7,065.8 7,065.8 7,065.8 0.0
<br /> BN 51,600 105 602 13.8 7,081.1 7,081.1 7,081.1 0.0
<br /> BO 53,750 155 835 9.9 7,099.0 7,099.0 7,099.0 0.0
<br /> BP 54,515 103 601 13.8 7,106.6 7,106.6 7,106.6 0.0
<br /> BQ 55,230 98 593 14.0 7,115.3 7,115.3 7,115.3 0.0
<br /> BR 55,340 112 646 12.8 7,117.4 7,117.4 7,117.4 0.0
<br /> BS 55,425 150 1,278 6.5 7,120.0 7,120.0 7,020.0 0.0
<br /> BT 56,130 180 721 11.5 7,124.8 7,124.8 7,125.3 0.5
<br /> BU 57,100 162 753 11.0 7,135.6 7,135.6 7,135.8 0.2
<br /> BV 58,345 146 676 12.3 7,149.1 7,149.1 7,149.1 0.0
<br /> BW 60,165 127 647 12.8 7,169.0 7,169.0 7,169.0 0.0
<br />1
<br /> Feet Above DOwnstream Limit of Detailed Study
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