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<br /> Tab~e 3. F~oodway Data
<br /> FLOODING SOURCE FLOODWAY BASE FLOOD ELEVATION
<br /> Mean
<br /> Ve~oci ty Without With
<br /> ~ Width Section Area (Feet per Regu~ tory Floodway Floodway Increase
<br /> Cross Section Distance (Feet) (Square Feet) Second) (Feet) (Feet) (Feet) (Feet)
<br /> Brush Creek
<br /> A 100 18 52 7.5 7,348.6 7,348.6 7,349.~ 0.5
<br /> B 560 20 4S 8.6 7,406.7 7,406.7 7,406.7 0.0
<br /> C 930 15 41 9.4 7,466.7 7,466.7 7,466.7 0.0
<br /> D ~,OOO 20 U5 2.9 7,471.0 7,471.0 7,471.~ 0.1
<br /> E ~,~40 U8 107 4.6 7,476.8 7,476.8 7,476.8 0.0
<br /> F 2,450 55 80 6.~ 7,496.6 7,496.6 7,496.6 ,0.0
<br /> G 2,530 141 226 2.2 7,496.9 7,496.9 7,497.3 0.4
<br /> H 5,305 19 58 8.5 7,529.0 7,529.0 7,529.0 0.0
<br /> I 6,20S 52 86 5.7 7,544.2 7,544.2 7,544.5 0.3
<br /> J 6,540 89 506 1.0 7,555.3 7,555.3 7,555.6 0.3
<br />.... K 6,610 45 28S 1.7 7,555.4 7,555.4 7,5S5.6 0.2
<br />....,
<br /> L 7,055 27 63 7.8 7,559.4 7,5S9.4 7,559.7 0.3
<br /> M 7,880 38 96 5.1 7,573.5 7,573.S 7,S73.9 0.4
<br /> N 8,210 30 88 5.6 7,S77.4 7,577.4 7,S77.7 0.3
<br /> 0 9,U5 29 63 7.7 7,593.S 7,593.5 7,593.7 0.2
<br /> p 9,930 40 99 5.0 7,607.7 7,607.7 7,697.9 0.2
<br /> Q 10,710 27 68 6.7 7,619.7 7,619.7 7,620.0 0.3
<br /> R 12,440 26 60 7.5 7,650.8 7,650.8 7,650.9 0.1
<br /> S ~3,2~0 30 67 6.8 7,667.0 7,667.0 7,667.1 0.1
<br /> T 13,890 24 ,73 6.2 7,682.1 7,682.1 7,682.6 0.5
<br /> U 14,830 22 57 8.0 7,706.1 7,706.1 7,706.3 0.2
<br /> V ~5,340 36 82 5.6 7,719.1 7,719.1 7,719.3 0.2
<br /> W 16,380 15 50 9.0 7,740.1 7,740.1 7,740.4 0.3
<br /> X 17,270 14 49 9.3 7,759.9 7,759.9 7,760.2 0.3
<br /> Y ~8,1l0 29 63 7.3 7,778.6 7,778.6 7,778.7 O.~
<br /> Z 18,810 40 64 7.1 7,792.2 7,797.2 7,797.2 0.0
<br /> ~Feet Above Conf~uence with Roaring Fork River
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