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<br /> Table 3. F~oodway Data <br /> FLOODING SOURCE FLOODWAY BASE FLOOD ELEVATION <br /> Mean <br /> Ve~ocity Without with <br /> ~ Width Section Area (Feet per Regu~atory F~way F~oodway Increase <br /> Cross Section Distance (Feet) (Square Feet) Second) (Feet) (Feet) (Feet) (Feet) <br /> Roaring Fork <br /> River (Cont'd) <br /> GQ ~46,060 73 235 ~0.2 8,~49.8 8,149.8 8,149.8 0.0 <br /> GR 147,050 59 2~8 11.0 8,204.0 8,204.0 8,204.0 0.0 <br /> GS 147,800 ~07 266 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 ~48,910 56 2~6 ~1.1 8,372.3 8,372.3 8,372.3 0.0 <br /> GV ~49,660 90 252 9.5 8,420.1 8,420.1 8,420.~ 0.0 <br /> GW ~50,2~0 72 234 ~0.3 8,475.6 8,475.6 8,475.6 0.0 <br /> GX ~5~,050 58 2~7 ~1.1 8,546.4 8,546.4 8,546.4 0.0 <br />w GY 1.5~,770 137 3~6 7.6 8,567.1 8,567.~ 8,567.2 O.~ <br />(Xl GZ ~52,320 ~95 703 3.4 8,569.4 8,569.4 8,570.4 ~.O <br /> HA ~53,330 58 2~6 ~L~ 8,574.8 8,574.8 8,574.9 O.~ <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 />