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<br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />June Return Flow Relationship <br />Data Poin1s & Suggested Relationship <br /> <br /> 12 <br /> 1 <br />~ 80 <br />~ lIE <br />.!2 <br />LL 60 <br />E lIE <br />i <br />a: 4 <br /> <br />20 <br /> <br /> <br /> <br />lIE <br /> <br />o <br /> <br />50 10 10 20 250 <br />Pioneer & Hodgson June Diversions (at) <br /> <br /> <br />30 <br /> <br />Figure B-3 <br /> <br />July Return Flow Relationship <br />Data Poin1s & Suggested Relationship <br /> <br />120 <br /> <br />lIE <br /> <br />100 -.. <br /> <br />lIE <br /> <br />~ 80 <br />~ <br />~ <br />.!2 <br />u. 60 <br />E <br />~ <br />a: 4 -------lK. <br /> <br /> <br />lIE <br />lIE <br /> <br />'" <br /> <br />lIE <br /> <br />o <br /> <br />50 <br /> <br /> <br />250 <br /> <br />3 0 <br /> <br />Figure B-4 <br /> <br />~ Leonard Rice Consulling Water Engineers. Inc. <br /> <br />B-4 <br />