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<br />station at 3,200 m (10,500 ft) and the Ashley-Twin Lakes station at <br /> <br /> <br />3,200 m (10,500 ft), both near the headwaters of Ashley Creek north of <br /> <br /> <br />Vernal. Although annual precipitation in the Uintas averages 2.5 - 7.5 <br /> <br /> <br />em less per year during the period 1973-78 than duing the decade im- <br /> <br /> <br />mediately preceding, the data nevertheless suggest that Jeppson et al. <br /> <br /> <br />(1968) may have overestimated precipitation at high elevations in the <br /> <br /> <br />Uintas. <br /> <br /> <br />The storage gage data also suggest that maximum annual preeipi- <br />. !; <br /> <br />tation is not dropped at the highest elevations in the Uintas. Although <br /> <br /> <br />there are 16 precipitation storage gage stations above 3,048 m (10,000 <br /> <br /> <br />ft) in the range, only th~ee of them have a longterm average of over 89 <br /> <br /> <br />em (35 in) of precipitation per year. In contrast, seven stations at <br /> <br /> <br />elevations below 3,048 m (10,000 ft.) have a longterm average of over <br /> <br /> <br />88.9cm (35 in) of precipitation. <br /> <br />ELEVATION AND PRECIPITATION <br /> <br /> <br />In order to relate precipitation to elevation, we have regressed <br /> <br />average annual precipitation at 44 stations for the period 1973-78 <br /> <br />against elevation. The predictive equation for the linear regression is <br /> <br />as follows: <br /> <br />Y = 1.0 + .025 X <br /> <br /> <br />Where Yis annual precipitation in cm and X is elevation in m. The <br /> <br />model predicts the following precipitation values for specific eleva- <br /> <br />tions. <br /> <br />20 <br /> <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />