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<br /> Table 2. F100dway Data
<br /> FLOODING SOURCE FLooDWAY BASE FLOOD ELW1ATION
<br /> Mean
<br /> Velocity Wi thout With
<br /> 1 Width Section Area (Feet per Regulatory Floodway F 100d way Increase
<br /> Cross Section Distance (Feet) (Square Feet) Second) (Feet) ( Feet) (Feet) (Feet)
<br /> Mesa Basin
<br /> A 400 150 410 5.5 6,040.2 6,040.2 6,041.0 0.8
<br /> B 480 50 345 6.5 6,040.5 6,040.5 6,041. 0 0.5
<br /> C 500 50 345 6.5 6,040.5 6,040.5 6,041.0 0.5
<br /> D 590 15 129 17.4 6,041.4 6,041.4 6,041. 4 0.0
<br /> E 620 15 129 17.4 6, 041. 4 6,041.4 6,041.4 0.0
<br /> F 1,080 40 201 11.1 6,049.6 6,049.6 6,049.6 0.0
<br /> G 1,320 10 106 18.5 6,057.7 6,057.7 6,057.7 0.0
<br /> H 1,350 10 106 18.5 6,057.7 6,057.7 6,057.7 0.0
<br />w I 1,920 60 223 8.8 6,069.0 6,069.0 6,069.2 0.2
<br />...... J 3,250 80 248 7.9 6,094.8 6,094.8 6,095.1 0.3
<br /> K 4,190 40 181 10.8 6,109.1 6,l09.1 6,l09.8 0.7
<br /> L 5,480 30 148 12.4 6,134.2 6,134.2 6,l34.2 0.0
<br /> M 6,460 60 200 9.2 6,155.9 6,155.9 6,155.9 0.0
<br /> N 7,530 30 146 12.5 6,192.5 6,192.5 6,l92.5 0.0
<br /> 0 8,360 80 238 7.7 6,234.1 6,234.1 6,234.6 0.5
<br /> p 9,770 60 117 7.0 6,277.4 6,277.4 6,277.4 0.0
<br /> Q 10,900 35 93 8.8 6,325.1 6,325.1 6,325.1 0.0
<br /> R 11,970 150 148 5.5 6,393.9 6,393.9 6,393.9 0.0
<br /> S 12,460 110 1,475 0.6 6,394.3 6,394.3 6,394.4 0.1
<br /> T 13,110 50 97 8.5 6,400.3 6,400.3 6,400.3 0.0
<br /> 0 13,860 110 111 5.8 6,425.7 6,425.7 6,426.1 0.4
<br /> V 14,730 80 118 7.0 6,436.6 6,436.6 6,436.6 0.0
<br /> W 16,220 100 128 6.4 6,466.6 6,466.6 6,466.8 0.2
<br /> X 16,970 140 135 5.6 6,485.7 6,485.7 6,485.7 0.0
<br />
<br />1
<br />Feet Above Confluence With Monument Creek
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