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<br /> Tab~e 3. F~oodway Data
<br /> FLOODING SOURCE FLOODWAY BASE FLOOD ELEVATION
<br /> Mean
<br /> Ve10city Without with
<br /> 1 Width Section Area (Feet per Regu~tory F~oodway F~oodway Increase
<br /> Cross Section Distance (Feet) (Square Feet) Second) (Feet) (Feet) (Feet) (Feet)
<br /> Roaring Fork
<br /> River (Cont'd)
<br /> AY 32,465 ~OO 595 13.9 6,877.7 6,877.7 6,877.7 0.0
<br /> AZ 33,580 73 646 ~2.8 6,889.2 6,889.2 6,889.4 0.2
<br /> BA 34,285 ~11 6~9 ~3.4 6,896.5 6,896.5 6,896.5 0.0
<br /> BB 35,~90 132 723 U.5 6,907.0 6,907.0 6,907.1 O.~
<br /> BC 36,540 170 705 U.8 6,925.2 6,925.2 6,925.3 0.1
<br /> BD 38,500 ~OO 6~5 ~3.5 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 /> BF 40,355 263 899 9.2 6,965.6 6,965.6 6,966.1 0.5
<br />w BG ~~,~?O 207 802 10.3 6"n~,0 , 6,972,0 6,972.2 0.2
<br />IV
<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 7,0~0.9 7,010.9 7,0~0.9 0.0
<br /> BJ 46,125 70 528 ~5.7 7,027.7 7,027.7 7,027.7 0.0
<br /> BK 48,460 ~03 600 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 ~1.8 7,065.8 7,065.8 7,065.8 0.0
<br /> EN 5~,600 105 602 13.8 7,081.1 7,08~.~ 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 60~ 13.8 7,~06.6 7,106.6 7,~06.6 0.0
<br /> BQ 55,230 98 593 14.0 7,U5.3 7,U5.3 7,U5.3 0.0
<br /> BR 55,340 112 646 ~2.8 7,U7.4 7,U7.4 7,117.4 0.0
<br /> BS 55,425 150 1,278 6.5 7,~20.0 7,120.0 7,020.0 0.0
<br /> BT 56,130 180 72~ U.5 7,124.8 7,124.8 7,125.3 0.5
<br /> BU 57,100 162 753 U.O 7,135.6 7,135.6 7,~35.8 0.2
<br /> BV 58,345 146 676 12.3 7,149.~ 7,~49.1 7,~49.1 0.0
<br /> BW 60,165 ~27 647 12.8 7,169.0 7,169.0 7,~69.0 0.0
<br /> 1Feet Above Downstream Limi t of Detailed Study
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