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<br />),.{~ <br />1/' ,f <br /> <br />.' .I' <br />F <br />SUo Ii' <br />;{\ <br />J'J <br /> <br />. . <br /> <br />d) Power plant is short; <br />e) Roller Dam is closed, no spill. <br /> <br />z, <br /> <br />1. tl Davs Durina Irriaation Season. <br />Cumulative number of days Condition 6 is <br />met. <br /> <br />DISTRIBUTION OF NATURAL FLOW UNDER PLAN NO.1 <br /> <br />Assume: <br /> <br />a) No reservoir release for natural flOw <br />shortagesp {w>v~. &1 is s-..1't1 ''''I'fi<co.",,;.v.,.j,., <br />..f(J i" Ie' n ,'_ (...;CL# . <br />b) Check is not used to benefit GVIC junior <br />riqht:; <br /> <br />c) Check is <br />generation and <br />senior right; <br /> <br />used to maximize power <br />to prevent calls by GVIC <br /> <br />d) OMID and GV PROJ share shortages when <br />necessary as provided in contract. <br /> <br />AA GVIC .2.LQ. cfs Senior Riaht, Plateau Creek. <br />All flow from Plat_u Creek is divertable by <br />GVle. [Col. C, limited to irrigation <br />season]. <br /> <br />AB GVIC 520 cfs Senior Riqht, Colorado River. <br />Colorado River natural flows are always <br />sufficient to supply the remaining demand of <br />this senior riqht. [Col. F]. <br /> <br />It<: <br /> <br />GVIC 520 cfs Senior Riaht Shortaae. <br />Difference between optimum demand and <br />computed supply. [Col. F-AB]. <br /> <br />GV proiect Hiahline Canal Supply. Supply is <br />100% of demand [Col. N] except for Condition <br />No.6, when GV Project receives 65% of <br />available surplus over GVIC demand. <br />[0.65 x (D-F)]. <br /> <br />/i ,I <br />, i!'!' <br />i'/l. <br />/1. (j <br />"v~' <br /> <br />AD <br /> <br />AE <br /> <br />GV proiect Hiahline Canal Shortaae. <br />[Col. N-AD]. <br /> <br />'1/ <br />/ <br /> <br />d)j'o - . /roJ <br />/J~ ( .y.v'- <br />t:JC>I" ,,-,/ <br />"I <br /> <br />Q-///.,)e. )",? 0 <br />, I <br />/,e,'," , ,(1 /7 / <br />, , <br />,; 1 U,,' ~5;1 I, -I..~c <br />