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<br />- <br /> <br />~j~ <br /> <br />e' <br /> <br />. <br /> <br />INFL 46,41, end ~8 (Adj~sted) <br />Flow Derivation <br /> <br />Inflnwq INFL 46, A7, <br />represent 9St of flow9 ~t <br />52-81 A\I'er...ge "'""u:11 <br />Cochetop~ Creek n~nr <br /> <br />:1n" M~ flowq were ..teyelopetf 11nder the AssumptIon that these flows, <br />thO! virgin flo,", core sUtion, Cochetepa Creek ner helln (VJ18S00, <br />ylo:>ld <br />PArlIn (VJ18500): <br />lit .95: <br /> <br />plus those from INFL49 above 10000' <br />COGHI): <br /> <br />3MOO A.F. <br />36500 A.F. <br /> <br />lnlt!:,l yield p.st{'1l",te~ for INFL 46, H, 48 and tht portion of tNFL49. above lOnna' vet'e t~kert (rom curve 'D; (Tomich! <br />Creek-;1djtl<ltf!d). Curve 'n' W4l'J derived by drawing curve '0' theu the annual yield of 106 Ar/Hl for the Cochetopa Creek ne....r <br />ParlIn Statton v...lue An~ p~rl111el to curve 'A'. VatlteS taken from this curve for tNFL 46, 41, 48, and th;1t portion of INFL49 <br />Above 10000' vere then proportioned downward to yield 8 total of 36500 A.F. for these areas. These proportioned yields were use <br />to develope curve 'c', <br /> <br />(I) (2) (3) (If) (5) (6) <br /> DRArNAG~ CURVE PROPORTIONED <br /> ARF.~ HF;nr^" '0' YIELD YIELD <br />~ ~L ELEVATION Yleld(AF IH12l (AF/YR) (Col. 5.)6.5/55.5) <br />[NFL~6 ~).O 11400 5[0 21900 14~00 <br />INFL47 25.8 10920 385 9900 6500 <br />[NrM8 ~9.9 10)00 225 11200 /400 <br />I NFL~ 9> <br />lQOOO' 61./2 10200 195 12500 8200 <br /> TI500 <br /> <br />C;) <br />e" <br />C,;' <br />(I' <br />CJ1 <br />....... <br />