|
<br />
<br />T...,
<br />f
<br />
<br />0,1
<br />0,2
<br />
<br />, ' I ~ _
<br />',-'- :c-,;t+-"
<br />f-i_: -,---' -i-l-7'.
<br />
<br />,
<br />
<br />0,'
<br />
<br />-.'C-.. -
<br />i
<br />
<br />500
<br />
<br />100
<br />
<br />NOTES:
<br />L CURVE COMPUTED FROM ABBREVIIlrED
<br />SERIES AND REGIONALIZED,
<br />
<br />2,FLOWS BELOW CHANNEL CAPACITY
<br />ARE REDUCED BY DIVERSIONS AND
<br />ARE NOT REPRESENTATIVE OF
<br />NATUR AL CONDITIONS,
<br />
<br />,
<br />~== _~'-___ "-=1"'...... ,_ it:. ----
<br />,J:: ...., '::"
<br />
<br />200
<br />
<br />2
<br />
<br />50
<br />
<br />'" .
<br />a:
<br />..
<br />~ 10
<br />
<br />o
<br />~ 20
<br />o
<br />z
<br />~ 50
<br />
<br />a: 40
<br />"'
<br />... .0
<br />,.
<br />U 60
<br />Z
<br />"'
<br />~ 70
<br />"'
<br />:f 80
<br />
<br />~
<br />,<l
<br />"'
<br />,.
<br />
<br />..,
<br />
<br />..J
<br />..
<br />2 >
<br />a:
<br />"'
<br />I-
<br />..,
<br />
<br />~ ~-. .:;..:~:-- on ~- u:: .. .. ..:' _. _. .::.:: on ..=.. _~ - .: ~ - - ~_ _m .:-;~ :: .::. .. -;. ::~
<br />~ 90
<br />o E:: c.:= _ ':C ':..,_=.. ..t'': 'C. : .~:
<br />~ 95 ---,-~" --1--- _n
<br />U
<br />~ .' i ''':, 1'4'=' ,::..-
<br />.a " .~ =~ 'f~"f.-::.. -.. -- ..---- -- -
<br />=,=''''..--- =, .._ =:{..-,~..- .. .... _. -_,==-cc ::.~:'= 'c,--
<br />.. -- -~r+- .... .." ,-" --
<br />c::.;.:: ::.;:.. =_-- ""ol- :-1 : _ __-
<br />99.5
<br />~~ ~ - ,--+-+:= .-
<br />..,. .,; I , '-_1-'- -' A:-i~ I-o::t- ,.:: _
<br />.99.9' .
<br />1,000
<br />
<br />";.i
<br />
<br />"'
<br />U
<br />Z
<br />"'
<br />'"
<br />"'
<br />W
<br />U
<br />X
<br />"'
<br />
<br />:_~-'::::__:
<br />
<br />:~;!:
<br />
<br />:CfC~ ___. I
<br />+I::L .
<br />.. - 1.:::-1
<br />
<br />r- ..." .1
<br />Td..' ..
<br />
<br />t n__.
<br />
<br />....j
<br />I
<br />,1
<br />
<br />ARKANSAS RIVER AT LAS ANIMAS
<br />EXISTING CONDITIONS
<br />(BARRIER DAM OPERATING}
<br />
<br />::.__c..::'-.._ _..: '-': l::
<br />
<br />..-.. ..
<br />..- ..
<br />
<br />.:1:..., -: .::
<br />
<br />= ~ _~ C::. j
<br />- - - I'"~
<br />
<br />~
<br />+1-i--
<br />:.! '
<br />
<br />~.-l-+.- ~-- ....-
<br />L ..
<br />
<br />, ,
<br />
<br />_...::=-..::J-=':._. _ __
<br />~- ~
<br />~ frr~ f.--
<br />r-hf.j...L.7 .c.;; ~
<br />
<br />'" ... 1':: __
<br />....
<br />n.._ .__." .'n
<br />.. ":J_c' ... _ 'C'= ..
<br />
<br />.~~ ~'t _~:,F
<br />
<br />-..-
<br />:~ ".'::'
<br />
<br />-c-~:1=:=:~E:.. ..E . Pi
<br />.. '_~ - /- :-- ..: t=j'
<br />.._-, :- -.. _::::.:;':: --(:':'1-= ':-i-
<br />," .,:r I . .. ~ ':
<br />
<br />10,000
<br />
<br />100,000
<br />
<br />1,000,000
<br />
<br />DISCHARGE IN C.F. S,
<br />
<br />ARKANSAS RIVER a TRIBS.
<br />
<br />COLORADO
<br />
<br />LAS ANIMAS
<br />LOCAL PROTECTION PROJECT
<br />PEAK FREQUENCY CURVE
<br />
<br />SCALE AS SHOWN
<br />
<br />
<br />U.S..AMY ENGWEER DISTRICT. LBUQUEROUE,N.M.
<br />TO ACCOMPIlHY DESIGN MEMO. ILE NO.
<br />ON HYO DATED: SEPT. "17
<br />
<br />PLATE 13
<br />
|