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<br /> <br /> <br />o. ~,c, .3'.-\' <br />\'_',1 ',:' (.., l <br /> <br />~ 10,000 <br />o <br />U <br />w <br />(f) <br />II: <br />w <br />0- <br />I- <br />w <br />w <br />u. <br />u <br />iii <br />::> <br />u <br />~ 1,000 <br />w' <br />t:J <br />II: <br /><l: <br />I <br />U <br />(f) <br />Ci <br />~ <br /><I: <br />o <br />Z <br /><l: <br />w <br />:l: 100 <br /> <br /> <br />--- Site 3, White River below Boise Creek, <br />near Rangety, water years 1985.87 <br /> <br />- Station 09306300, White River above <br />Rangely, water years 1973.81 <br /> <br />~, <br />'---. . <br />'\.,..J"'.....^..... <br />....,,-..... <br />-....-....."'....-./, <br /> <br />,\ <br />,-..'" /,1'\/ \,. <br />~ , <br />, , <br />~./ \., <br />'J , <br />I <br />I <br />, <br />"I <br />\ I <br />r''', I <br />I - <br />I <br />, <br /> <br />,./ <br /> <br /> <br />, <br />, <br />, <br />~ <br />" <br />~ <br />\, , <br />\j ...., <br /> <br /> <br />OCT <br /> <br />NOV <br /> <br />DEC <br /> <br />JAN <br /> <br />FEB <br /> <br />MAR <br /> <br />MAY <br /> <br />APR <br /> <br />JUNE JULY AUG <br /> <br />SEPT <br /> <br />MONTH <br /> <br />Figure 4.--Mean daily discharge at site 3 for water years 1985-87 <br />and at station 09306300 for water years 1973-81. <br /> <br />discharge at station 09306300 (1973-81) are shown in figure 4, Using a <br />capacity of 13,800 acre-ft for Kenney Reservoir, the theoretical hydraulic <br />residence times and capacity-inflow ratios for the reservoir at various river <br />discharges are listed in table 2. Residence-time calculations assume complete <br />mixing and no thermal stratification within the reservoir. During periods of <br />thermal stratification, however, temperatures of inflowing water will affect <br />the allocation. of the incoming river water within the reservoir. Thus, the <br />residence times within different thermal zones may be considerably different <br />from the values listed in table 2. <br /> <br />Acknowledgments <br /> <br />The authors thank Bill Murry and John (Hoot) Gibson of Water Users <br />Association No. 1 in the Colorado River Water Conservation District for their <br />assistance in collecting samples. The authors also thank Jim Geyler of Water <br />Users Association No. 1 for supplying equipment throughout the study period. <br /> <br />11 <br />