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140,000 <br />F- 120,000 <br />L5 <br />W <br />LL <br />T 100,000 <br />U <br />a <br />Z <br />ui 80,000 <br />F_ <br />Z <br />w <br />Z <br />Z <br />0 80,000 <br />U <br />0 <br />> 40,000 <br />w <br />U) <br />w <br />0C <br />20,000 <br />❑ 1955 -79 <br />1980 -94 <br />JAN FEB MAR APR MAY JUNE JULY AUG SEPT OCT NOV DEC <br />was stored in separate storage accounts <br />for Colorado and Kansas. One State can call <br />for the release of its stored water indepen- <br />dently of the other State. This change in <br />operating practices generally resulted in <br />downstream irrigators waiting until later in <br />the irrigation season to release their stored <br />water to the river; therefore, the 1980 oper- <br />ating plan has probably contributed to <br />increased storage in John Martin Reservoir <br />(fig 8). Storage of water in John Martin <br />Reservoir also has benefited from increased <br />inflow, as noted in the "Arkansas River <br />at Las Animas" section. At Las Animas, <br />located about 3 mi upstream from <br />the reservoir, median annual stream- <br />flow of the Arkansas River increased <br />142 percent from 76,400 acre -ft in <br />1955 -79 to 185,200 acre -ft in <br />1980 -94. <br />JOHN MARTIN RESERVOIR <br />OPERATIONS HAVE <br />AFFECTED SPECIFIC <br />CONDUCTANCE IN THE <br />ARKANSAS RIVER <br />Specific- conductance data from <br />two Arkansas River sites located down- <br />stream from John Martin Reservoir <br />(fig. 1) were analyzed for changes that <br />might have occurred after the adoption <br />of the 1980 operating plan. These two <br />sites are downstream from John Martin <br />Reservoir and at Lamar. Data collected at <br />each site were separated into two seasons: <br />growing season (April 1— October 31) <br />and winter - storage season (November 1— <br />March 31). Data collected prior to 1980 <br />were compared to data collected from <br />1980 through 1994. <br />Arkansas River Below <br />John Martin Reservoir <br />After the adoption of the 1980 <br />operating plan, streamflow at the site <br />downstream from John Martin Reservoir <br />increased substantially during the growing <br />season and decreased slightly during the <br />winter- storage season. The largest increase <br />in the daily mean streamflow for any month <br />was in July; the daily mean streamflow <br />increased from 490 cubic feet per second <br />(ft3 /s) in 1955 -79 to 878 ft3 /s in 1980 -94. <br />The overall increase in streamflow for <br />1980 -94 was attributable to increased <br />inflow into the reservoir and subsequent <br />reservoir releases. In addition to increased <br />inflow, a large increase in streamflow dur- <br />ing the middle of the growing season proba- <br />bly was attributable to the new operating <br />4,000 <br />cr <br />ww <br />U J <br />� � W 3,500 <br />UZFn <br />=) W J <br />DUW <br />ZCE U <br />L � w 3,000 <br />Uww <br />W2p <br />w <br />CL <br />Z O N <br />0= ¢ 2,500 <br />U <br />wg <br />2Z <br />2,000 <br />plan, which allows downstream irrigators to <br />release the stored water later in the growing <br />season rather than at the very beginning of <br />the growing season. <br />Specific conductance changed <br />appreciably after the implementation of <br />the 1980 operating plan (fig. 9). During the <br />growing season, the median specific con- <br />ductance decreased from 2,180 µS /cm in <br />1955 -79 to 2,050 µS /cm in 1980 -94. Dur- <br />ing the winter- storage season, the median <br />specific conductance decreased substan- <br />tially from 3,650 µS /cm in 1955 -79 to <br />2,640 µS /cm in 1980 -94. The overall <br />decrease in specific conductance was a <br />result of two main factors. The first was <br />decreased specific conductance in the reser- <br />voir inflow, as indicated at the Las Animas <br />site. At Las Animas, the median specific <br />conductance for the growing season <br />decreased from 2,655 µS /cm in 1961 -79 <br />to 1,855 µS /cm in 1980 -94, and the median <br />specific conductance for the winter - storage <br />season decreased from 3,500 µS /cm in <br />1964 -79 to 2,710 µS /cm in 1980 -94. <br />The second factor was increased reservoir <br />inflow and reservoir storage and a corre- <br />sponding increase in mixing of seasonally <br />low- specific- conductance water and season- <br />ally high- specific- conductance water in the <br />reservoir; thus, the range in specific conduc- <br />tance narrowed after 1980. <br />Arkansas River <br />at Lamar <br />Changes in streamflow and specific <br />conductance measured at the Lamar site <br />were very similar to changes at the site <br />downstream from John Martin Reservoir. <br />Sreamflow at Lamar increased substan- <br />tially during the growing season; the largest <br />increases occurred during July. However, <br />streamflow also increased slightly during <br />the winter - storage season. <br />1955 -79 <br />1980 -94 <br />GROWING WINTER - <br />SEASON STORAGE <br />SEASON <br />Figure 9, Specific conductance for <br />the Arkansas River below John Martin <br />Reservoir, 1955-94. <br />