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<br /> Table 2. F100dway Data <br /> FLOODING SOURCE FLOODWAY BASE FLOOD ELEVATION <br /> Mean <br /> Velocity Without With <br /> Width Section Area (Feet per Regulatory Floodway F100dway Increase <br /> Cross Section Distance1 (Feet) (Sauare Feet) Second) ( Feet) (Feet) (Feet) (Feet) <br /> Big Dry Creek <br /> (Cont'd) <br /> BA 37,470 191 1,011 9.6 5,593.0 5,593.0 5,593.0 0.0 <br /> BB 38,920 129 794 12.3 5,606.6 5,606.6 5,606.6 0.0 <br /> BC 39,990 200 1,389 6.2 5,620.3 5,620.3 5,621.1 0.8 <br /> BD 40,750 150 964 10.1 5,622.4 5,622.4 5,622.4 0.0 <br /> BE 42,235 155 960 8.4 5,635.3 5,635.3 5,635.3 0.0 <br /> BF 43,040 90 863 9.3 5,637.8 5,637.8 5,637.8 0.0 <br /> BG 44,490 135 791 10.2 5,655.1 5,655.1 5,655.1 0.0 <br /> BH 45,950 120 1,131 7.1 5,665.5 5,665.5 5,665.5 0.0 <br /> BI 46,625 220 779 10.3 5,673.5 5,673.5 5,673.5 0.0 <br /> BJ 46,800 390 1,400 5.8 5,678.7 5,678.7 5,678.7 0.0 <br />N <br />00 <br /> <br />1Feet Above Confluence With South Platte River <br />