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<br /> Table 2. F100dway Data
<br /> FIDODING SOURCE FLOODWAY BASE FLOOD ELEVA TION
<br /> Mean
<br /> Velocity Without With
<br /> 1 Width Section Area (Fee t per Regulatory F100dway Floodway Increase
<br /> Cross Section Dis tance (Feet) (Square Feet) Second) (Feet) (Feet) (Feet) (Feet)
<br /> Roaring Fork
<br /> River (Cent'd)
<br /> GQ 146,060 73 235 10.2 8,149.8 8,149.8 8,149.8 0.0
<br /> GR 147,050 59 218 11.0 8,204.0 8,204.0 8,204.0 0.0
<br /> GS 147,800 107 266 9.0 8,260.6 8,260.6 8,260.6 0.0
<br /> GT 148,290 83 244 9.8 8,307.6 8,307.6 8,307.6 0.0
<br /> GU 148,910 56 216 11.1 8,372.3 8,372.3 8,372.3 0.0
<br /> GV 149,660 90 252 9.5 8,420.1 8,420.1 8,420.1 0.0
<br /> GW 150,210 72 234 10.3 8,475.6 8,475.6 8,475.6 0.0
<br />N
<br />0 GX 151,050 58 217 11.1 8,546.4 8,546.4 8,546.4 0.0
<br /> GY 151,770 137 316 7.6 8,567.1 8,567.1 8,567.2 0.1
<br /> GZ 152,320 195 703 3.4 8,569.4 8,569.4 8,570.4 1.0
<br /> HA 153,330 58 216 11.1 8,574.8 8,574.8 8,574.9 0.1
<br /> HB 153,700 169 511 4.7 8,578.4 8,578.4 8,579.2 0.8
<br />
<br />1 t be . .
<br />Fee A ve Downstream Llrnlt of Detailed Study
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