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<br />" <br /> <br />t <br /> <br />025G <br /> <br />mOBt. Improved farm irrigation efficiency is there- <br />fore not a ~ater-98vtng remedy for a severe water <br />drought condition a9 experienced in 1952, 1954. 1955. <br />1957. etc. <br /> <br />Merit of PumpinK as needed <br />Under this strategy the river flow out of state <br />is further reduced to around 50 percent of histori- <br />cal. The steady application, 6tarting In 1952. of <br /> <br />- \ =:;~ ~.:.71~:"".:..c <br />'(f,Ul .r....(..~.. <br />S(ltO[s........-'oru.".. <br /> <br />IlOO <br /> <br />fl 1',"0 <br />, <br />j'OOO <br /> <br />\.' JV I I'" <br />.!~ ~ \ I <br />tv\ ~/=J--,,-_. ::: <br />~ " laD <br />" . <br />\~~~ I,:' <br /> <br />1000 <br />UICD <br />" <br />:;'tleD <br />!' <br />~, <br />:1,,01 <br />'- I <br /> <br />. '"01 <br /> <br />, , <br />~" <br /> <br />this pumping strategy leads promptly to a new equili- <br />brium between the stream and the aquifer, apparently <br />in a couple of years. In other words, the strategy <br />does not result In a continued mining of the aquifer <br /> <br />but rather in a new equilibrium. <br /> <br />It is fortunate <br /> <br />that a lO-year horizon was ~hogen for this study be- <br />cause the fears of a continuous d~cllne in aquifer <br />storage with time as a result of a pumping as needed <br />strategy appear now unfounded. This ia a very signi- <br />ficant result with important management implications. <br />With this strategy. satisfaction of irrigation <br />requirement is drastically improved as compared to <br /> <br />u:nl.71~,,,~ <br />U",s'.'_r""'" <br />~""'. ..~". rOCAoo.:;.h <br /> <br />!':i ':<:: ;/'.::.n' <br />! \': [ . - \ <br />;.,( '. ,:;.-1 I <br />I::L.~:-J_ ._;;~~~r._J <br />o . 0" .... 1~ <br />""""0000 v''''' .". <br /> <br />, <br />... ,~t. <br /> <br />the previous strategies even during periods of se- <br />vere drought. The irrigation ~a(er requirements weT <br />fully met through most of every irrigation season wi <br />with only a few exceptions occurring during periods <br /> <br />(~:H k.: _1s,,1S:~ L..ro <br />&II\~S 1" F4.lllol Er~ 7~"Ilo <br />SfRIES 4-. PIMP TO CAPACiTY <br /> <br />100 r <br />e <br />~ 10 <br />~ <br />~ 60 <br />e <br />j 40 <br /> <br />" <br />. . <br /> <br />, - ~ - ,r--:-- <br />, : <br />, <br />, <br />, <br />, <br />, <br /> <br />, <br />, <br />, <br />" <br /> <br />" ,/ <br />, <br />, <br />'.' <br /> <br />,~~.\ <br />, " <br />'.: <br />, <br /> <br />,-., <br /> <br />~'-. , <br /> <br />~ <br />. <br />- '0 <br />~ <br /> <br />,~#'-~ <br /> <br />TYPlCA.Ll[.l.A <br />SETTL[RS OITQl <br /> <br />o <br /> <br />, <br /> <br />B . 0 ~ 14 ~ ~ zo <br />IRl'IlGATION S[ASON.wrEK <br /> <br />of very high evapotranspiration. Lining of canals <br />and increased farm efficiency are only relative <br />remedies because the extra amount of available ~alet <br />is proportional to surfacewpplies. If supply is <br />small. che water saving is also smaLL. A atrate8Y <br />of pumping as needed 19 an absolute remedy, Except <br />fo. pump capacity limitation. water 18 made avai18b~ <br />as needed, where and when needed. <br /> <br />Merit of Combined Improvements <br />Downst.eam flows out of state in the riyer are <br />further reduced to about )0 percent of historic and <br /> <br />-(~:Nr:~~~MD <br />SCII'[S 5 -- ~"Ill,l f ~~ T~'lI. <br />Sfllo{S 4"P'J.." 10 C.."4C'lr <br />S[IIlI(S~'-c~"rlOll <br /> <br />> l[1 <br />.~\Y-~./.. I <br />.....',.... \ <br />..';..... '.' <br />. . <br />j <br />~ <br />'.' <br /> <br />,~OO <br /> <br />'~OOr <br />I <br />'DOOr <br />1- I <br />!~ 100 <br />~~ <br />;'/600 <br />&8 <br />,- <br />~~ 400 <br />,- <br />, <br /> <br />8 <br /> <br />'000 <br /> <br />'00 <br /> <br />'00 <br /> <br />'00 <br /> <br />'00 <br /> <br /> <br />o <br /> <br />'00 <br /> <br />..' <br /> <br />I,l III j l <br />-" <br /> <br />- <br />