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<br /> Table 3. F100dway Data
<br /> FLOODING SOURCE FLOODWAY BASE FLOOD ELEVATION
<br /> Mean
<br /> Ve10ci ty Without With
<br /> 1 width Section Area (Feet per Regulatory F100dway F100dway Increase
<br /> Cross Section Distance (Feet) (Square Feet) Second) (Feet) (Feet) (Feet) (Feet)
<br /> Maroon Creek
<br /> A 290 50 202 11.4 7,641. 2 7,641.2 7,641.2 0.0
<br /> B 1,180 35 180 12.8 7,667.6 7,667.6 7,667.6 0.0
<br /> C 1,830 78 234 9.8 7,684.8 7,684.8 7,684.8 0.0
<br /> D 2,790 67 217 10.6 7,705.5 7,705.5 7,705.5 0.0
<br /> E 3,340 69 224 10.3 7,721.5 7,721.5 7,721. 5 0.0
<br /> F 3,740 70 227 10.1 7,731.4 7,731.4 7,731.4 0.0
<br /> G 3,850 35 180 12.8 7,738.2 7,738.2 7,737.7 0.5
<br /> H 4,720 70 249 9.2 7,756.4 7,756.4 7,756.7 0.3
<br /> I 5,440 95 288 8.0 7,771.8 7,771.8 7,772.8 1.0
<br />'" J 6,220 65 249 9.2 7,786.4 7,786.4 7,786.8 0.4
<br />'" K 7,170 64 218 10.5 7,809.4 7,809.4 7,809.4 0.0
<br /> L 7,910 60 213 10.8 7,825.6 7,825.6 7,825.6 0.0
<br /> M 8,500 60 223 10.3 7,837.3 7,837.3 7,837.4 0.1
<br /> N 9,240 55 207 11.1 7,854.9 7,854.9 7,854.9 0.0
<br />1
<br /> Feet Above Mouth
<br />
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