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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 F100dway F100dway Increase
<br /> Cross Section Distance1. (Feet) (Square Feet) Second) (Feet) (Feet) (Feet) (Feet)
<br /> East Toll Gate
<br /> Craek
<br /> A l,5(W 361 992 8.3 5,410.4 5,410.4 5,410.6 0.2
<br /> B 2,520 140 1,044 7.8 5,416.9 5,416.9 5,417.0 0,1
<br /> C 3,695 120 733 11.0 5,422.2 5,422.2 5,422.9 0.7
<br /> D 4,250 55 628 12.9 5,424.0 5,424.0 5,424.3 0.3
<br /> E 4,940 120 1,803 4.5 5,431.5 5,431.5 5,431.5 0,0
<br /> F 5,890 115 609 13.3 5,433.4 5,433,4 5,433.4 0.0
<br /> G 6,430 968 1,903 6.6 5,441.0 5,441.0 5,441.0 0.0
<br /> H 7,430 820 1,007 8.0 5,447.0 5,447,0 5,447.0 0.0
<br /> I 8,600 575 1,443 5.4 5,449.6 5,449.6 5,450.3 0.7
<br />'-" J 12,860 374 891 9.1 5,471.3 5,471.3 5,471.8 0.5
<br />'-0 1,434 5,477.9 5,478.7 0.8
<br /> K 13,650 309 5.6 5,477.9
<br /> L 14,770 370 1,763 4.6 5,487.4 5,487.4 5,487.5 0.1
<br /> M 15,370 418 898 9.0 5,491.4 5,491.4 5,491.4 0.0
<br /> N 16,110 368 1,389 5.8 5,497.4 5,497.4 5,498.3 0.9
<br /> 0 16,250 492 1,270 6.2 5,499.0 5,499.0 5,499.9 0.9
<br /> P 16,900 262 1,173 6.5 5,501.5 5,501. 5 5,502.2 0.7
<br /> Q 18,420 70 479 14.8 5,510.7 5,510.7 5,510.7 0.0
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