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<br />000962
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<br />/J 5. 'Uses in the sections Jtateline to 'Syracuse and Syracuse to
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<br />.( Garden City were supplied from Caddoa water and accretions in proportions
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<br />I ..:: determined in the same manner as for the Lamar to Stateline section. Flows
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<br />'f: t Syracuse
<br />~'~retions.
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<br />and Garden City were thus each divided between Caddoa water and
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<br />i:' w!Ls made as regards the Garden City dJ. tches. It was asswned that if the
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<br />.. total flow at Syracuse was insufficient to supply their diversions, the
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<br />',,' remainder of such diversions was m,.t~$~al suppli~s. When theSyracuse
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<br />,;, '!'.;",:.,,;.,tf,14:11O~i]vrA'Sil\~~~~itl&~'8'~i,\li:atv'~tm:~~~ri~t;ff?itim~' ~A'f<;'ftl~~~~~~:~:;;"';'f',j.:~,~,~
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<br />i ~,. 'flow is available for other Uses in the section Syracuse to Garden City.
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<br />A fUrther breakdown in the section Syracuse to Garden City
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<br />7.
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<br />The
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<br />~cretions used
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<br />and further divided between
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<br />in Kansas were computed bw subtraction
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<br />between sections
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<br />those originating in Colorado
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<br />and in Kansas. The division ViaS made on the basis of the ratio of the amount
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<br />;"';I"8r991R~,~4~.~;,:;~n,1i~~j,n,I6,,.~~.~~,..~ecti9J.!{:~~ ~tal llIIlOl,Ult or' Kanllas.,~;):.~;r'>';,;, "'; .'
<br />accretions present in the section.
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<br />8. Through the method of dividing the outflows from each
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<br />'se'dt1on, negati';fecicor~tio;;~ Vlith~;" a secti~n';~~~lu~;:;;4I~~ti~";;~~~ll~d~~i
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<br />a proportionate basis betweeh-'Caddoa and accretion water entering at the
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<br />head of the section.
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<br />Summary of Results
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<br />The above procedure resulted in the following average values:
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