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Section 7 <br />Availability of Existing Water Supplies <br />7.3.2 Colorado Basin <br />7.3.2.1 Colorado Basin Surface Water Supplies <br />Six locations were selected for the Colorado basin to <br />characterize surface water supply availability using <br />StateMod datasets. The period of record for the Colorado <br />StateMod datasets is 1909 to 1995 (full calendar years). <br />The selected locations, shown in Figure 7-16 are: <br />^ Blue River below Green Mountain Reservoir <br />^ Roaring Fork River near Glenwood Springs <br />^ Colorado River near Kremmling <br />^ Colorado River near potsero <br />^ Colorado River near Debeque <br />^ Colorado River at the state line <br />Median annual legally available, physically available, and <br />naturalized flows are summarized for each location in <br />Figure 7-17. Differences between legally and physically <br />available flows indicate that much of the physically <br />available flow at upstream locations may not be available <br />for development due to senior downstream water rights. <br />Figure 7-18 shows minimum, median, and maximum <br />annual legally available flows for the period of record. <br />The wide range of annual flows at the locations between <br />wet and dry periods and an analysis of potential reservoir <br />yields indicate that firm yield supply is significantly less <br />than average yield supply. <br />To better represent the effects of seasonal and year to <br />year hydrologic variation, monthly (for minimum, <br />maximum, and median years) and annual time series of <br />legally available flows for the periods of record are <br />shown in Figures 7-19 through 7-30. The median annual <br />flow and 3-year running averages are also included on <br />the annual time series plots. The monthly analyses <br />highlight the fact that available flows vary greatly with <br />season, with the greatest amounts of water available in <br />the summer months and a sharp decline in flows in the <br />autumn and winter. The annual time series plots also <br />show large variation with a notable extended drought <br />period from the late 1980s to the early 1990s and more <br />acute droughts in the mid-1930s, 1950s, and late 1970s. <br />Extended wet periods evident in these figures include the <br />late 1920s and the mid-1980s. <br />The interpretation above is in general agreement with the <br />CWCB Drought Study (HDR 2003), which summarized <br />the history of drought in Colorado and identified <br />significant drought periods in the last 100 years. The <br />Drought Study notes that the most recent drought <br />~ <br />$~ole'ri~ice Wo~e' $upplY Initia~ive <br />analyzed for years 2000 to 2003 exceeds many of the <br />drought records established during the 20th century. It <br />should be noted that the drought period of the past few <br />years is not yet included in the StateMod datasets, and <br />therefore, not represented in the available flow numbers <br />presented here. <br />Finally, Figure 7-31 is provided to further quantify the <br />impacts of seasonal and year to year hydrologic variation <br />and to illustrate the difference between average annual <br />available flow and the potential annual firm yield. This <br />chart shows firm yield as a function of total available <br />storage for legally available flows at the Colorado River <br />near potsero, where even with very large volumes of <br />storage, the maximum annual firm yield is approximately <br />65 percent of the average annual available flow. The <br />curve reaches an asymptotic value of 350,000 AFY at <br />approximately 2,000,000 AF total storage, beyond which <br />no significant gains in firm yield can be achieved with <br />increased storage. At the asymptotic value, all excess <br />water is captured, stored, and used, but supply is still <br />limited (below the average annual) by the timing of the <br />available flows and reservoir evaporation and seepage. <br />The critical (limiting) periods for this analysis are the late <br />1970s for smaller storage volume yields, and the early <br />1990s for larger storage volume yields. Note that yields <br />would likely be significantly higher if some value or <br />frequency of shortages, greater than zero, were <br />acceptable. Potential limitations to the projected supply <br />availability as a result of the Colorado River Compact are <br />evaluated in Section 7.4. The Compact includes potential <br />limitations for the Colorado, Gunnison, Dolores/San <br />Juan/San Miguel, and YampaNVhite/Green Basins <br />combined as well as additional limitations on certain <br />subbasins. <br />In addition to the Colorado River Compact, there are <br />other factors not reflected in the data presented that may <br />further limit future supply availability as summarized <br />below. The future development of existing conditional <br />water rights are not included in the DSS datasets. These <br />water rights could eventually be developed resulting in <br />less available water for the rest of the basin. <br />Development of conditional rights, however, must be <br />applied to beneficial use and meet a water need. <br />Conditional water rights, by basin, are summarized in <br />Section 10. <br />Since the current Colorado DSS dataset covers the <br />period from 1909 to 1995, once the current drought has <br />C~A <br />S:\REPORT\WORD PROCESSING\REPORT\S7 11-10.04.DOC 7-21 <br />