|
<br />
<br />.2
<br />
<br />4
<br />
<br />.
<br />
<br />6
<br />
<br />.8
<br />
<br />10
<br />
<br />.
<br />12
<br />
<br />,
<br />.14
<br />
<br />16
<br />
<br />.
<br />18
<br />
<br />.20
<br />
<br />221
<br />.1
<br />24'
<br />
<br />.26
<br />
<br />
<br />28
<br />
<br />.
<br />30
<br />
<br />.32
<br />
<br />34
<br />.
<br />361
<br />,
<br />
<br />. 381
<br />. 401
<br />421
<br />I
<br />. 441
<br />.461
<br />481
<br />
<br />. 501
<br />
<br />521
<br />· 541
<br />
<br />I
<br />i
<br />. 56i
<br />I
<br />I
<br />581
<br />.:
<br />601
<br />,
<br />. 621
<br />1
<br />64!
<br />,
<br />.
<br />
<br />DETERMINATION OF UNMEASURED INFLOW AT JOHN MARTIN RESERVOIR
<br />
<br />
<br />DAY
<br />
<br />"I
<br />2
<br />
<br />4
<br />'7$'
<br />6
<br />7/1:
<br />8
<br />9
<br />10
<br />:f'1""
<br />12
<br />,13'
<br />14
<br />15
<br />16
<br />1't
<br />18
<br />19
<br />20
<br />2'1.
<br />22
<br />23
<br />24
<br />25
<br />26
<br />27
<br />28
<br />29
<br />30
<br />:31
<br />
<br />TOTAL
<br />
<br />A'RKANS.t\S
<br />RIVER
<br />(.-)
<br />
<br />:}3,.,I) ,
<br />26.0
<br />!'l~it1l','7'
<br />26.0
<br />, """,,,""~, ",,-,",'" ,"
<br />27c~1l
<br />25.0
<br />,.a,::4c:O,
<br />"""",'.",
<br />23.0
<br />2,!,Il,"
<br />, -"
<br />20.0
<br />24,~(1
<br />24.0
<br />, ?4.11
<br />24.0
<br />25.1)
<br />5~,.9
<br />62;:0
<br />5i3,.1l
<br />,33,.0
<br />24.0
<br />2,l.1l
<br />23.0
<br />4-"t.O
<br />47.0
<br />8r.O
<br />41.0
<br />5.,.0
<br />390.0
<br />685.0
<br />600.0
<br />775.0
<br />
<br />3370.00
<br />
<br />PQRGAIP{RE
<br />RIVER
<br />(~)
<br />
<br />l1PNTHI(;QI1Ii',!I-~t,Y,~A'R),91~P
<br />UIHTS ARE CFSD
<br />PRE!:IP. EVi:\P.
<br />
<br />3,ft.,ll,
<br />14.0
<br />::t,~:~9,:
<br />18.0
<br />'i,i,?i!'~!ii'
<br />16.0
<br />l?,;,ll;,
<br />11.0
<br />, "'1'3';;5'
<br />11.0
<br />'J'~,lf
<br />9.0
<br />,,'$':'~"5
<br />9.5
<br />H).,o
<br />21.0
<br />"}i;'*ll
<br />9~O
<br />14.0
<br />9.6
<br />Ii;,ll
<br />35.6
<br />l'i ;0
<br />18.0
<br />23;0
<br />23.0
<br />H.o
<br />18.0
<br />3hll
<br />45.0
<br />20.0
<br />
<br />536.10
<br />
<br />J~)
<br />
<br />.It;!! '
<br />0.0
<br />, "'::';/'C(j:;.ij:'"
<br />0.0
<br />""ll':;l
<br />0.0
<br />7;~"O,
<br />0.0
<br />q;lf
<br />0.0
<br />0:0
<br />0.0
<br />O;i)
<br />0.0
<br />O.1l
<br />0.0
<br />ll';(j
<br />0.0
<br />"'0'
<br />il"",
<br />0.0
<br />,"f,;'?
<br />40~2
<br />0;;0
<br />.6
<br />o;(}
<br />0.0
<br />0.0
<br />4.2
<br />0.0
<br />0.0
<br />(l.O
<br />
<br />
<br />46.56
<br />
<br />(+)
<br />
<br />j7c.fl ,
<br />36.5
<br />""""'';'';2-6';3''
<br />24.1
<br />"""'J3~';9'
<br />31.8
<br />i't3....3
<br />50.7
<br />'35.5
<br />27.8
<br />39;["
<br />29.9
<br />35~~
<br />30.7
<br />,,10..7
<br />21.3
<br />i9~;f
<br />,,33.ll
<br />,32,.7
<br />29.6
<br />~;l~2'
<br />29.2
<br />if;(l
<br />12.9
<br />1<!.;0
<br />9.2
<br />7;8
<br />1.7
<br />0..0
<br />0.0
<br />0.0
<br />
<br />J. 1-1.
<br />RELEASES
<br />(+J
<br />
<br />; 7'tO" 0
<br />763.0
<br />N ",::tflij;rfj
<br />806.0
<br />, , 7'Tfj'~9T;fj;' ,
<br />87,tl.O
<br />""91~ti..4),. J
<br />1020.0
<br />l03o;q
<br />1050.0
<br />'n;O'b';q
<br />1100.0
<br />'}io80;O,',N
<br />,',,, , ",
<br />1070.0
<br />Illl11,.O
<br />10,60.0
<br />1020, .ll
<br />190Q.,0
<br />;9,19,.JL"
<br />985.0
<br />,919;~,o,
<br />967.0
<br />953;,Q
<br />945.0
<br />9.11.0'
<br />952.0
<br />95JhO
<br />940.0
<br />195,.0
<br />738.0
<br />15I;lJ
<br />
<br />,$,TORAGE
<br />CHANGE
<br />(.t),O!'l (~J
<br />
<br />,~~I,()",;t., .
<br />-643.3
<br />:'[;;.'~~~~~;',;'.:.;
<br />".:;?,4,f,;.9: '
<br />,~1:3Z..5 .
<br />-801~6
<br />",o:ic$;~S;...l,i
<br />-930.7
<br />-9'E)~;4 ' .
<br />-999.2
<br />.:.'iY&~9;f
<br />--:lQ?~.S.
<br />~1053.2
<br />-997.2
<br />~lQf!4.(),
<br />-970.0
<br />" '""9$4.4
<br />-912.0
<br />;':a@~3
<br />-931.7
<br />. '.' ",. ..--:~l.7!J
<br />-874.2
<br />.~M~9.2
<br />-840.4
<br />-887.8
<br />-932.2
<br />--:91 1"!:i
<br />-423.0
<br />0.0
<br />0.0
<br />0.0
<br />
<br />751.1lJ ,2.9<!.72..00:-2430;;...CH
<br />
<br />
<br />U~MEA$UREO
<br />INfLOW
<br />(+~ QR (-)
<br />
<br />,,9,;3,.9'
<br />116.2
<br />:;i~~~~'.'.'.
<br />1~;3.4,.""
<br />9'~.~~
<br />6?~2
<br />l;7r('.,..;t.,'.
<br />106.0
<br />17;6
<br />47.6
<br />'56~5
<br />7'(,.;;
<br />29.9,
<br />69.9
<br />1.0
<br />36.3
<br />9,.4
<br />5.4.(j
<br />35.,3",
<br />49.3
<br />~9!'f>'..
<br />23.8
<br />88.:13
<br />51.9
<br />-8.8
<br />-35.0
<br />-24.7
<br />106.5
<br />73.0
<br />93.0
<br />, -44.lJ
<br />
<br />
<br />
<br />
<br />
<br />
<br />
<br />
<br />176().43
<br />5&.18
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<br />,; ,0",
<br />
<br />" -'
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