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<br /> Table 2. Floodway Data
<br /> FLOODING SOURCE FLOODWAY BASE FLOOD ELEVATION
<br /> Mean
<br /> Velocity Without With
<br /> Width Section Area (Feet per Regulatory Floodway Floodway Increase
<br />Cross Section Distancel (Feet) (Square Feet) Second) (Feet) (Feet) (Feet) (Feet)
<br />South Shooks
<br />Run (Cont'd)
<br /> T 10,265 80 161 4.5 5,995.2 5,995.2 5,995.2 0.0
<br /> U 10,625 87 866 2.9 5,995.8 5,995.8 5,996.2 0.4
<br /> V 11 ,045 94 758 3.3 5,995.9 5,995.9 5,996.4 0.5
<br /> W 11 , 285 20 209 12.0 5,996.0 5,996.0 5,996.4 0.4
<br /> X 11,930 19 202 12.4 6,005.6 6,005.6 6,005.7 0.1
<br /> Y 12,310 55 344 7.3 6,008.7 6,008.7 6,008.7 0.0
<br /> Z 12,940 66 437 5.7 6,017 .1 6,017.1 6,017.1 0.0
<br /> AA 13,610 18 205 12.2 6,023.2 6,023.2 6,023.2 0.0
<br /> AB 14,170 41 199 12.6 6,025.2 6,025.2 6,025.2 0.0
<br /> At T4,110 '31 206 12.2 6,032.3 6,032.3 6;0'32.3' 0.0
<br /> AD 15,230 20 231 4.8 6,041.5 6,041.5 6,041.5 0.0
<br /> AE 15,843 20 147 7.5 6,042.1 6,042.1 6,042.1 0.0
<br /> AF 16,503 40 114 9.6 6,044.3 6,044.3 6,044.3 0.0
<br /> AG 17,193 43 119 9.3 6,055.1 6,055.1 6,055.2 0.1
<br />IFeet Above Confluence With Fountain Creek
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