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<br />~ <br /> <br />Application of IFG's Instream Water Tempentur~ Modej in the tippet Cclondo Rive: <br /> <br />NORMAL WATER TEMPERATURES AT CAMEO <br /> <br />MEAN MONTHLY WATER TEMPERA TURES AT CAMEO <br /> <br />- <br />o <br />- 23 <br /> <br />~ <br />CD <br />Q <br /> <br />NORMAL IRRIGATION DEMAND I <br />ZERO DISCHARGE AT CAMEO GAGE <br />MEAN MONTHLY DISCHARGE AT BLACK ROCKS STUDY SITE <br /> <br />1P,~~~~:;cr~::6~:;O/~';~~~;FI~~/~:::~;':~/ft~~;~{t% <br />../% e.':/ "'/~.JULY /%-~<,;;.%/./?',','~~;;,'/./. /~~/~/ ~~;(.~ ~ <br />, Wi " /~~.&;f'ld~Y"/"'//''t; ;%~/~%/,~,@-0.~~~%0'>>~~ <br />% 'W. ,yj,'/. ./~~;.i.t.18.18C T. AT CAMEO ~ ~j;r~,/:/W'l./ / <br />,~/~/-;:0~~:;~~,@w%'~a <br /> <br /> <br />CfJ <br />~ <br />o 22 <br />o <br />c: <br />~ <br />o <br />< <br />..a <br />CD <br />I- <br />< <br />W <br />c: <br />,:) <br />I- <br />< <br />c: <br />w <br />~ <br />:i <br />w <br />l- <br />e: <br />W <br />I- <br />< <br />~ <br /> <br /> <br />21 <br /> <br />20 <br /> <br />19 <br /> <br />18 <br /> <br />17 <br /> <br />16 <br /> <br />15 <br /> <br />14 <br />o <br /> <br />-~---~- <br /> <br />N~AMAL T. <br /> <br />100 <br /> <br />200 300 400 500 600 <br />SITE DISCHARGE AT SLACK ROCKS (ems) <br /> <br />700 <br /> <br />Ape 3. TempeatUfe ys. Site Dischup at Black Reeks Study Site for the Normal JUJIe aDd July HydrometeoroloPcal CoDc1iticms.. <br />RespeaiYcl)', Various discharps were lSSlU'IIecl at Cameo pp with the ~ tributaries below this PP cOlmil)\I1:i1lJ DOrmal June and <br />July dischups. Two criteria to meet water teDlperatU1'CS at Cameo !liP are sho\\'1l: (1) the DOrJDal water temperature at Cameo as :I <br />fullCtion of lSSIIJtIecl discharge UI4 DomW monthly mete01'olopcal cODClitiOIlS at Umeo pee. and (2) the mean momhly water <br />temperature assoc:iatecl with the Dormal monthly hye1tometeoroloP:al conclitions at Cameo pp (14.01QC in JUDe and 18.1SoC in Jul~'). <br /> <br />assumed criterion. are simulated by the temperature versus <br />site disclurge curves at Black. Rocks. A reservoir at Cameo <br />could be managed according to either water temperature <br />criteria. Water resource management projects upstream <br />from Cameo may be better simulated bv the fIrSt criterion <br />(normal 'll."ater temperatures at Cameo) 'because the stream <br />flow.- above Cameo would be subject to othe!'\\ise natural <br />hydrometeorolopcal conditions. <br />The suitable squawflSh and chub spawning temperatures <br />are superimposed on the temperature discharge plot, Clear- <br />ly. the spawning tem.perature requirement for squawf15b at <br />Black Rocks would be met fot' all discharges less than the <br /> <br />me~n July flow (:!33 cms) at Black Rocks and for dis- <br />chrges at least up to 350 ems depending upon the ap- <br />plicable water temperature criteria at Cameo. However. the <br />chub spawning temperature could require a Black. Rocks <br />flo\\' r3n~ in June as narrow as :70 to 480 cms depending <br />upon the applicable water temperature criteria at Cameo. <br />The mean June flow is 3:5 ems at Black Rocks. <br />The results of the \"alidation check at the State Line <br />!!3l!e, 'xhich is 10c:1ted 8 kilometers below Black Rocks, was <br />:'O.13uC and -0.180(' for the normal June and July hydro- <br />mett'orulogicaJ conditions. respectively. <br />