<br /> Table 2. Floodway Data
<br /> FLOODING SOURCE FLooDWAY BASE FLOOD ELEVATION
<br /> Mean
<br /> Velocity Wi thout With
<br /> Width Section Area (Feet per Regulatory Floodway F100dway Increase
<br /> Cross Section Distance1 (Feet) (Square Feet) Second) (Feet) (Feet) (Feet) (Feet)
<br /> Little Comanche
<br /> Creek
<br /> A 2,070 1,900 5,209 3.9 5,369,3 5,369.3 5,369.3 0.0
<br /> B 2,700 1,680 5,276 3.8 5,370.6 5,370.6 5,370.6 0.0
<br /> C 2,770 1,300 3,049 6.6 5,372.0 5,372.0 5,372.0 0.0
<br /> D 3,900 1,736 2,015 9.2 5,374.0 5,374.0 5,374.0 0.0
<br /> E 4,000 1,680 1,353 13.7 5,374.1 5,374.1 5,374.1 0.0
<br /> F 4,770 2,915 7,514 2.5 5,379.5 5,379.5 5,379.5 0.0
<br /> G 6,000 230 2,280 8.1 5,382.3 5,382.3 5,382,3 0.0
<br /> H 6,450 570 5,208 3.6 5,388.5 5,388.5 5,388.5 0.0
<br />'-" I 7,500 170 1,360 5.4 5,389.6 5,389.6 5,389.6 0,0
<br />'"
<br />
<br />IFeet Above Confluence With Comanche Creek
<br />
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