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<br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />1 <br />I <br />I <br />I <br />II <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />o <br />~ <br />Ul <br />W <br /> <br />-29- <br /> <br />precipitation events are discussed and analyzed by Hansen <br />et al. (1977). The extreme cyclic nature of the stream <br />flows typical to the Basin have necessitated large amounts <br />of surface storage facilities. <br />Forty-two percent of the area of the Basin receives <br />less than 300 rom of precipitation per year. These internal <br />deserts contribute very little water to the Colorado River <br />Basin. Figure 6 is an isohyetal map of the average annual <br />precipitation in the Upper Colorado River Basin indicating <br />that approximately 10 percent of the land area contributes <br />about 85 percent of the total water supply. <br />Streamflow <br />The average annual recorded flow of the Upper Colorado <br />River Basin at Lee's Ferry has ranged from a low of <br />690,500 ha-m in 1934 to a high of 2,960,700 ha-m in 1917. <br />Figure 7 presents a map showing the relative stream volumes <br />and their respective salt load as a percentage of the <br />average annual Lee's Ferry conditions. <br />The 1922 Colorado River Compact divided water rights <br />between the Upper and Lower Basin based on an optimistic <br />average annual virgin flow of 1.997 x 106 ha-m/yr. However, <br />a part of the Lake Powell Research Project (Stockton and <br />Jacoby, 1976) estimated the "long-term annual virgin runoff" <br />of the Colorado River at Lee's Ferry to be 1,664,550 ha-m/yr <br />based on the analysis of tree-ring data. From the analysis <br />of existing hydrologic data, Tipton and Kalmback, Inc. <br />(1965) estimated the annual virgin flow at Lee's Ferry at <br />