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<br />REVISED DATA
<br />
<br />....
<br />:..
<br />1:lD
<br />....
<br />""
<br />N
<br />
<br /> FLOODING SOURCE FLOODWAY BASE FLOOD
<br /> WATER SURFACE ELEVATION
<br /> 1 SECTION MEAN { I WITHOUT _I WITH I
<br />CROSS SECTION DISTANCE WIDTH AREA VELOCITY REGULATORY FLOODWAY FLOODWAY INCREASE
<br />(FEET) (SQU~ (FEET PER
<br /> FEET SECOND) (FEET NGVD)
<br />Rifle Creek
<br />Splitflow
<br /> A 955 150 275 4.5 5,445.4 5,445.4 5,445.9 0.5
<br /> B 1,265 300 425 2.9 5,448.2 5,448.2 5,448.5 0.3
<br />. C 1,735 200 267 4.6 5,452.4 5,452.4 5,452.7 0.3
<br /> ~
<br /> , .~- --- --~.~ ~'~::~-.: ::'~~~.~ ~' 1.;.1;1_, ft' ^
<br /> ~ ,~., . , -, . , .
<br />Hubbard Gulch
<br /> A 470 21 90 9.8 5,349.4 5,349.4 5,349.4 0.0
<br /> B 690 23 113 7.8 4,351.4 5,351.4 5,351.8 0.4
<br /> C 800 34 110 8.0 5,356.3 5,356.3 5,356.3 0.0
<br /> D 1,170 41 104 8.4 5,363.1 5,363.1 5,363.1 0.0
<br /> E 1,410 29 103 8.5 5,367.6 5,367.6 5,367.6 0.0
<br /> F 1,430 29 171 5.0 5,372.3 5,372.3 5,372.7 0.4
<br /> H 1,880 30 101 8.7 5,375.7 5,375.7 5,375.7 0.0
<br /> I 2,180 267 1,295 0.7 5,389.5 5,389.5 5,390.5 1.0
<br /> J 2,225 245 1,257 0.7 5,389.5 5,389.5 5,390.5 1.0
<br />
<br />"
<br />
<br />IFeet Above Confluence With Rifle Creek
<br />
<br />REVISED TO
<br />
<br />FEDERAL EMERGENCY MANAGEMENT AGENCY
<br />
<br />
<br />FlOODWAY DATA
<br />
<br />MAY U 1996
<br />
<br />CITY OF RIFLE, CO
<br />(GARFIELD CO.1
<br />
<br />RIFLE CREEK SPLlTFLOW-HUBBARD GULCH,
<br />
<br />...._~------~~......y~.-._,--- ,.-.,.,-.-........-............---....
<br />
<br />_ __.,'_ .r___.........." ~_..~_..,.._ ~~
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