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<br /> BASE FLOOD
<br />FLOODING SOURCE FLooDWAY WATER SURFACE ELEVATION
<br /> WIDTH 2 SE.~ON MEAN .EGULATOR~ WITHOUT. 1 WITH .IINCREASE3
<br /> DISTANCE I AREA VELOCITY 1<1 FLooDW A Y FLooDW A Y
<br />CROSS SECTION (FEEn (SQUARE (FEET PER (FEET NGVD)
<br /> FEETI SECOND)
<br />Gay Reservoir
<br />Channel 5,218.7 5,218.7 5,218.8 0.1
<br />A 4,680 82 211 5.7
<br /> 5,070 75 187 6.5 5,220.8 5,220.8 5,220.8 0.0
<br />B
<br />C 6,020 164 195 6.2 5,235.9 5,235.9 5,236.8 0.9
<br />D 7,080 162 229 4.6 5,249.9 5,249.9 5,250.3 0.4
<br />E 7,805 1,042 4,582 0.2 5,262.9 5,262.9 5,262.9 0.0
<br />F 8,845 200 183 5.2 5,264.7 5,264.7 5,265.2 0.5
<br />G 9,270 194 315 3.0 5,268.9 5,268.9 5,269.8 0.9
<br />H 9,780 51 113 8.5 5,275.2 5,275.2 5,275.5 0.3
<br />I 10,280 59 168 4.9 5,281.4 5,281.4 5,282.3 0.9
<br />J 10,820 20 44 8.4 5,287.6 5,287.6 5,288.0 0.4
<br />K 11,355 56 103 3.6 5,294.4 5,294.4 5,294.7 0.3
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<br />i
<br />F;;
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<br />FEDEIlAl EMERGENCY MANAGEMENT AGENCY
<br />
<br />FLOODWAY DATA
<br />
<br />CITY OF BROOMFIELD. CO
<br />(ADAMS, BOULDER, JEFFERSON, AND WELD COS.)
<br />
<br />GAY RESERVOIR CHANNEL
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