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<br />- - <br />-... , \ .. ...... <br /> <br />~ <br />^' <br />(I) <br />< <br /> <br />..... <br />N <br />-... <br />N <br />-.. <br />-... <br />CP <br />ex> <br /> <br />CASE H/YR <br /> <br />CASE Hi <br />A o:'r0<v~ ~ M 12- -,~-Bf'J!H/79-84WS) <br />r--c ~ 1979 <br />\,JS. O~C;+:'^- '4",,'+ 1980 <br />1'\ ~ rr, " 1981 <br />'('""""'1:A b,j~ ex ~......,-".'0-..il..-.... 1982 <br />e' , ~_ j <br />'" 1-0 r<o6"'- 4..c-.', -~ -h, . 1983 <br />Vv... "o.d.uX.. ~:\ ~ \ ......c,'\ ~,'t>'" 1984 <br />...p \'\'l\iC\.0-c'-S 1",st-=.J,.P TOTAL <br />)J *,,,~ "'-r . . .L f' ,. '0 AVERAGE <br />I..J'-C '-""~, 0-(.\ ~-cK.. C'i...jlr:"/~ <br />~ CASE #2 <br />'" (IH/79-84NS) <br />1979 <br />1980 <br />" 1981 <br />c\'Mvr:~~ 1982 <br />1983 <br />1984 <br /> <br />~~;,,~ h.J, !x <br />()\') ....... de... <br />""'-\. .f~~'p.,^ <:0.. ~ <br /> <br />TOTAL <br />AVERAGE <br /> <br />CASE #3 <br />( lHAD/79-84NS) <br />;:::, 1979 <br />^ \ \\ ~ J.. 1980 <br />r:-C '" <Y} ,.....<~-",J' G.c..co., 1981 <br />fY.Q ~,~r; A. ,. 1982 <br />" ~ ^J-'G '--"-- C\''\,(-Q(f~983 <br />1984 <br /> <br />TOTAL <br />AVERAGE <br /> <br />~ <br />Q:l <br />..J, <br />~ <br /> <br />TABLE 4 <br /> <br />TRINIDAD PROJECT <br />EFFECTS ON THE INFLOW TO JOHN MARTIN RESERVOIR CAUSED BY THE <br />TRANSFER OF WATER OUT OF THE MODEL STORAGE RIGHT AND THE STORAGE <br />OF WINTER WATER UNOER THE DIRECT FLOW RIGHTS--1979-1984. <br /> <br /> TRANSMOUNTAIN <br /> EFFECT ON WTR. DELIVERED TO NET <br />J.M. RES. INFLOW J.M. RES. FOR EXCH. EFFECT ON J.M. <br />FROM PURGATOIRE R. TO TRINIDAD RES. RES. INFLOW <br /> (1) (2) (3) <br /> (COL 1 + 2) <br /> -3.1 0 -3.1 <br /> -19.0 14.9 -4.1 <br /> 1.1 0 1.1 <br /> -1.9 0.1 -1.8 <br /> 4.3 0 4.3 <br /> 2.2 4.8 7.0 <br /> . <br /> -16.3 19.8 3.5 <br /> -2.7 3.3 0.6 <br /> -5.0 0 -5.0 <br /> -19.2 14.9 -4.3 <br /> -1.1 0 -1.1 <br /> -2.9 0.1 -2.8 <br /> 3.6 0 3.6 <br /> 1.2 4.8 6.0 <br /> -23.4 19.8 -3.6 <br /> -3.9 3.3 -0.6 <br /> -4.0 0 -4.0 <br /> -23.9 14.9 -9.0 <br /> -1.5 0 -1.5 <br /> -5.5 0.1 -5.4 <br /> 1.7 0 1.7 <br /> 1.8 4.8 6.6 <br /> -31. 4 19.8 -11. 6 <br /> -5.2 3.3 -1.9 <br />