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<br /> Table 3. Floodway Data <br /> FLOODING SOURCE FLOODWAY BASE FLOOD ELEVATION <br /> Mean <br /> Velocity without with <br /> 1 Width Section Area (Feet per Regulatory Floodway Fl00dway Increase <br /> Cross Section Distance (Feet) (Square Feet) Second) (Feet) (Feet) (Feet) (Feet) <br /> Roaring Fork <br /> River (Cant '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 /> GX 151,050 58 217 11.1 8,546.4 8,546.4 8,546.4 0.0 <br />w GY 151,770 137 316 7.6 8,567.1 8,567.1 8,567.2 0.1 <br />(J) 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 /> . fiB 153;70-0. 169. 511 4.7 .-8,578.4 8;578:4-- 8,579:2 .0.8 <br /> <br />IFeet Above Downstream Limit of Detailed Study <br />