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<br />..OC0965 <br /> <br />The first is that when positive accretions occur all of the natural <br /> <br /> <br />..:...:....:."..."...!,'." <br />c,;~ <br />;~u <br />"." <br />'f <br /> <br />, .,<. <br /> <br />,,,\ <br /> <br />.,.,., .,> ",,' <br /> <br />\,..' <br /> <br />losses are assigned to the'accretions. This condition is not a true one, but, <br /> <br />because of the way accretions are computed and because of the lack of data <br /> <br />.. <br />.~ <br />}' <br />.x, <br />~. <br /> <br />on river losses no other assumption can be made. <br />l.",,~ <br />The second e~eou~ assumption is that uses in a river section , <br />will be in the dil:e~ratio' to the amounts of the different kinds of water i," <br />------- -." . lr <br />------- "j <br />arriving in the section in a given month. This too is beyond doubt an untJ!li.~\ <br />" . ',.,' .',', <br />,'I J <br />situation, but without further knowledge (difficult or impossible to obtain) 11 <br />'i <br />it is considered to be the fairest and most rational approach to the problem. , <br /><"- <br /> <br />. ,.,..,.,.,. .'. ",' ;/"'f" """",).""". ...~.~n':"''\~I:::~,~,~~~~~~,'.",,~~;:~~(:;;;:,;.:~:]<~:~:::~il~~~~:~,~~~:~:..~:~{=:L:"J"'~",:A:'ri~:'~: <br />"""'''''''''''''''~e:re'-:lma.t.L:amOtni'lfs'~r;<fri{tei~''a:rr:rV1.rit'e:tvGaroen'City, ~ich, because 6f our meth~' . '. <br /> <br />:;" <br /> <br />", <br /> <br />'-1' <br /> <br />of calculation, purportedly. come from supplies crossing the Stateline, but <br /> <br />'..' <br />.X <br />I'r '\ <br />, <br /> <br />which probably do not travel as far as Garden City. Any adjustment in the <br /> <br />study because of such values was considered unnecessary since the water invo~Yed <br /> <br />is only a fraction of a percent of the total water dealt with. <br />",'~~""" ., ' <br />:.f,f:",."; ".i:i<.:i:IJ,'~l:!',i1f!.t'!;,\1;>:i~P~;~~~l!~;j;.Qin~l\~Ill, PlPbability of <br /> <br />,- ,- . "' -. '; .. - ~;yi>, _,., . <br />minor error~iI'~: <br /> <br />''''''',.",:'.';> <br /> <br />in the results which are so far within the limits of accuracy as to warrant no <br /> <br />consideration. <br /> <br />,-,. <br /> <br />. ;,. <br /> <br />,""")"" ", 'J .,.' " . <br />^~Je(~d'/.... <br />Ac..carllcy oft Results <br /> <br />"';,'4:,:~\ '~.,;.., <br /> <br />~;if:it),:_~-.' <br /> <br /> <br />';;"-"--"~'-',"" :,:-.. <br /> <br />Conclusions as to <br /> <br />A~iae fl Vlll the L"v ~w''P'lI..'UlltrS'l:!'S.",:f'-pes.s;i.bl.&.~or~he study is <br />accurate for practical purposes. <br /> <br />As to tIle two prillcipal errors ..:3,tated abov~, it is our opinion that <br /> <br />the error involved is not substantial and that it becomes inconsequential <br /> <br />when the same method of analysis is followed for all sections and all conditions, <br />historic and future. ' <br /> <br />, <br /> <br />'~i!~'~::..:th:>.t.1.'\.~(;':Il...oi-~~,.,:.~,i,.~.:~:;:r.~~..~';~~\.'~-1 ~l: ~~(lt\':' ~'~;:l~:~'",(:,-,}),~ I ~';_.; <br /> <br />-9-, <br /> <br />'-;:;-*:~~~~" :1 <br /> <br />l' ;~\1-: 'JiiM-;;~~t ,!~-~;.?j~ .:.J' '(~;':1 :~~'t, ,,,;, ,r~'~:!~8t:::'~'1ji;~'-~>>_:-i'\f <br /> <br />~. . <br /> <br />- ',' .-; ~ <br /> <br />. <~~~L" <br /> <br />"'-'-':'" <br /> <br />:"._~'~' <--j. <br /> <br />" <br />,io J <br />, <br />__'it;,,-:!,dtii <br />