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<br /> FLOODING SOURCE FLOODWAY BASE FLOOD
<br /> WATER SURFACE ELEVATION
<br /> WlDTH2 SECTION MEAN REGULATORY I WITHOUT I WITH I INCREASE
<br /> CROSS SECTION DISTANCEl AREA VELOCITY flQODWA Y FLOODWA Y
<br /> (FEET) (SQUARE (FEET PER
<br /> fEET) SECOND) - (FE-ETNGVD)
<br />Middle Branch -
<br />Hy1ands Creek
<br /> A 230 78 266 4.8 5,298.1 5,298.1 5,298.1 0.0
<br /> B 780 55 252 5.1 5,300.8 5,300.8 5,300.8 0.0
<br /> C 1,300 41 131 9.8 5,309.4 5,309.4 5,309.4 0.0
<br /> D 1,760 65 189 4.6 5,316.1 5,316.1 5,316.1 0.0
<br /> E 2,000 45 92 1.2 5,321.1 5,321.1 5,321.1 0.0
<br /> F 2,780 68 542 1.2 5,345.5 . 5,345.5 5,345.5 0.0
<br />-
<br /> G 3,480 27 87 6.5 5,350.2 5,350.2 5,350.2 . 0.0
<br /> H 3,980 29 66 8.5 5,363.3. 5,363.3 5,363.3 0.0
<br /> I 4,700 51 112 3.7 5,373.4 5,373.4 5,373.4 0.0
<br /> J 5,200 34 67 6.2 5,380.8 5,380.8-~ 5,380.8 0.0
<br /> K 5,365 40 91 3.7 5,386.4 5,386.4 5,386.4 0.0
<br /> L 5,790 36 50 6.7 5,395.3 5,395.3 5,395.3 0.0
<br /> M 6,200 23 49 4.7 5,405.1 5,405.1 5,405.1 0.0
<br />ATA ~ g 6,320 41 111 2.1 5,408.6 5,408.6 5,408.6 0.0
<br /> 6,670 92 123 1.9 5,409.7 5,409.7 5,409.7 0.0
<br /> 7 340 79 348 1.1 5,423.3 5.423.3 . '5.423.3 . 0.0
<br /> R 7,500 48 I llb 2.2 5,431.6 5,431.6 5,431.6 0.0
<br /> '.
<br /> S 7,825 45 44 5.7 5,439.8 5,439.8 5,439.8 0.0
<br /> T 8,106 46 44 5.6 5,445.5 5,445.5 5,445.5 - 10.0
<br /> U 8,256 119 340 0.9 5,447.5 5,447.5 5,447.6 0.1
<br /> V 8 590 21 35 7.4 5,451.2 5 451. 2 5,451.2 0.0
<br /> W 8,700 20 '~34 7.5 5,456.5 5,456.5 5,456.,5, 0.0
<br /> X 'It. 9,970 17 31 6.6 5,463.6 5,463.6 5,463.6 0.0
<br /> y 9,440 23 31 6.6 5,477,3 5,477 .3 5,477.3 0.0
<br /> z 9,620 13 3 1.5 5,484.0 5,484.0 5,484.0 0.0
<br /> AB 10,450 26 34 6.6 5,505.8 5,505.8 5,505.8 0.0
<br /> AC 10,900 30 18 4.1 5,526.3 5,526.3 5,526.3 0.0
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<br />Feet Above Mouth
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<br />FEDERAL EMERGENCY MANAGEMENT AGENCY
<br />
<br />
<br />FLOODWAY DATA
<br />
<br />CITY OF WESTMINSTER, CO
<br />(ADAMS AND JEFFERSON CO'S.)
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<br />fl
<br />MIDDLE BRANCH HYLANDS CREEK
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