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<br />,"" ; ~~~ '."- ,'_'..) ,':;it' ','
<br />
<br />,6 ~ 0969
<br />
<br />. ,."/-,,.,__,, _"'_ _, .", ""', ", :,'" ,_ ',< J ,1~ ,..: ""':;:'\\_ "'-,'" --'-',' ,;".,~~_-.~;\.\;;'t!-,.....,.~" .~.,~
<br />. . '''''~'1.'''cij'the''d$e 'and' Di. spo'sal(;f tl'aterl 1ri'tl1e'hanlas' River ";.'n~",,'" '~li;~
<br />~r;t ',,,% ,<'/
<br />from Caddoa, Colorado to Garden ~i tT, !tansu ',. i "
<br />
<br />~..;. '~"g-:~t1~:rc;:;:~'~~_ f~ .;~~/{~i
<br />
<br />Caddoato LAmA,. Sec~on' f ~ . .;'
<br />
<br />Inflow to SecUon
<br />Cadd08. no,; '. .
<br />Positive Accretions in' Section
<br />
<br />.
<br />206. 5 \, 1.01'" 'j "
<br />234~
<br />..~
<br />~-
<br />
<br />229~9 .
<br />
<br />,',
<br />
<br />"
<br />;
<br />
<br />Water 1Jsed forI>iversions
<br />CaddoaFlow
<br />Positive Accretions
<br />
<br />119.7
<br />8.8
<br />
<br />. 128.5 (!ZH)
<br />
<br /><J",
<br />
<br />",X
<br />. Water 1Jsed. ~SUpp~ Negative AccreUons' 'j
<br />.;. "c.,., ' '. '" ""Ca4.4QIl;;nQ!L.,... '.r" ";,','. ,.... '".,;.;dil "'titiJt~lJIn;.6~ ,ll' .." ~~.~""'II>J.{;....\.""""",J33..1..., """",,",..&...,,., ; ,.i
<br />~;,i"'~~~~':c~~!~r.~:\~:~f\i~~~~~~1~!~;*'~:~;t~'~~1lj!,.j!; " ,^ __:,~,,~~':., ~,'~d~,_,,,,,,., '/~~:lJI:#~~~~}~~-~
<br />. -.. ,'-" ' ,,-,;
<br />
<br />Water Passing Lamar
<br />Caddoa Flow
<br />Accretions
<br />
<br />82.2
<br />14.6
<br />
<br />96.8
<br />
<br />Lamar to State Line Section
<br />Inflow to Section
<br />".'.. ..... ,. ""'5l~~""''''-~' ~ij~r____
<br />. . ^'. -t .' ~..'...u,.'t-(t ,~,$~~'" , " AICUItCLoLy
<br />~,-:,'''', I>. ~,:"'l'I''','~,,,.--. '1~N(; '- :0;.....,' ~_~. ,,' .':'.ti' ~~ -,";' : '-,i;,',"',
<br />,'- "'. "',,' '.~ '1' "et1:oDB- s- '\?,'l>' ,~";-,,
<br />PoBi tive Accretions in Section
<br />
<br />. .,~~i.R'1rT.1~' i
<br />"''''~''lL~\
<br />121..2
<br />
<br />-.\ '.....,'1;:-:::.~,' ,.~1:~'~',r~ ...~:,;.-.i.y,!),,-...'8i-.i' r':;-
<br />
<br />221.0
<br />
<br />,,::~O>'I':-_.
<br />
<br />.' -:''';>~'.t:\
<br />
<br />!,~~e~c~~fl~k~~f~.t~ttll;'}:'i" ..1,'
<br />
<br />Positive Accretions
<br />
<br />:" ;,~ ,,":.i'~.i'.~;~~~!'~ :;,.
<br />0..,.
<br />
<br />12.8
<br />
<br />~i "\:""'1*~;~:~~~,*-;f~~~.'1t1)~~,~illw;-~:~~~f<!, f,''-!
<br />,. 19.7 lit;?. )
<br />t.
<br />
<br />," ;.~,';' J;;,
<br />
<br />'-.w
<br />,
<br />
<br />Water Used to Supply Negative Accretions
<br />Caddoa Flow 0
<br />Positive Accretions, 0
<br />
<br />~
<br />
<br />19.7
<br />
<br />Water paatng State Line
<br />Caddoa Flow
<br />Accretions
<br />
<br />75.3
<br />126.0
<br />to I,), (I'3~.o)
<br />
<br />201.3
<br />
<br />SteteUne to Syracuse Section'
<br />Inflow to Section
<br />Caddoa Flow 75.:3
<br />Acc1'8tions Passing Stateline 126.0
<br />Positive Accretions in Section 9~1 .
<br />1-lo.~t.~"~I.'~-'j:;~t"l!!~+~"',J\""""lM,~~~~~~"(-...~\~',.;~~~-oo~+.\:~ '~'i" '.-"- _i fJ'-' ~ .,,1~" i-:'-'~i' ?'l;.,~tt;~')'" j{f"~J(i~I.~~I,, ~\!
<br />", : .,' t~..~:: ,. :,11,. " '-~: , "':,,''''', :'~"-'.J' ..,,_~f ,.-';;:t$l'. 'm...,: ,,,.,~:,l-- .,~... ~" _,," -: ' .. -_~' "".'. " "'_1'" "'''\l.r!"' ,. ~ ','. ;-'.-
<br />
<br />,
<br />
<br />i 210.4
<br />! I ~~i~MJ~':4!\j,l4J,"~.fti!~~1:,..\t<..~:~tr$K'~JM'~~~'~.~;'{:~iW~1,':'~:~ -'
<br />"! -,.'.., ,'-j t, '1'( '-'.', F'.- ~. '\ -, ,.,.' ,',' _: -' . -~ - ..., - . <'~,....~
<br />
<br />
<br />
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