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<br /> W05415 <br /> 0.0 0.1 <br /> 16 <br /> .. 12 <br /> Gl <br />.. ~ <br /> Q. <br /> 4 <br /> 0 <br /> <br />WOODHOUSE ET AL.: UPDATED COLORADO RIVER RECONSTRUCTIONS <br /> <br />W05415 <br /> <br />0.2 <br /> <br />0.3 <br /> <br />0.4 <br /> <br />0.5 <br /> <br />12 <br /> <br /> <br />4 <br /> <br />a. Lees Ferry <br /> <br />16 <br /> <br />12 <br />.. <br />III <br />8 ~ <br />Q. <br /> <br />4 <br />o <br /> <br />t 8 <br />~ <br />Q. 4 <br /> <br />o <br /> <br />24 <br /> <br />16 t <br />~ <br />8 Q. <br /> <br />0.0 <br /> <br />0.1 <br /> <br />0.2 <br /> <br />0.3 <br /> <br />0.4 <br /> <br />Frequency <br /> <br />Figure 6. Multitaper method spectral analyses [Mann and <br />Lees, 1996] of reconstructed flows for (a) the Colorado at <br />Lees Ferry, Arizona, (b) the Green River at Green River, <br />Utah, (c) the Colorado near Cisco, Utah, and (d) the San <br />Juan near Bluff, Utah. All spectra cover the common period <br />from 1569 to 1997. Peaks are shown versus the 95% <br />confidence level (dotted line). These analyses were <br />performed using a 3 x 2 pi taper under red noise <br />assumptions. <br /> <br />periods (lowest 15% of flows) in the Lees Ferry reconstruc- <br />tion, none ranked above the driest tercile in the Colorado- <br />Cisco reconstruction, which accounts for the greatest <br />proportion of Lees Ferry flow. Two of driest Lees Ferry <br />flow periods ranked in the middle tercile in the Green River <br />reconstruction record (1728-1732, 1628-1632). There <br />were nine periods in the San Juan reconstruction that fell <br />within the middle tercile that were dry periods in the Lees <br />Ferry record. Four of these periods occurred in the 1580s <br />and 1590s, which is known regionally as an extreme <br />drought throughout the western United States [e.g., Stahle <br />et al., 2000]. While there were some extremely dry years in <br />the San Juan reconstruction over this period (e.g., 1590), <br />this period was also marked by several wet years (e.g., <br />1589, IS95, 1599). <br /> <br />[33] Important regional variations do exist within extreme <br />dry periods (Table 7). Rankings of S-year averages show <br />that the driest 5-year period in the Lees Ferry record, 1844- <br />1848, was extremely dry in the Green and Colorado-Cisco <br />records (driest and third driest, respectively), but was <br />somewhat less extreme in the San Juan (17th driest). The <br />second most extreme 5-year low-flow period in the Lees <br />record, 1622-1626, was similarly dry in the Colorado- <br />Cisco and San Juan records (second driest and driest, <br />respectively), but to a much lesser extent in the Green <br />(63rd driest). Regional variability in extreme low flows is <br />also evident over longer timescales. The period 1622-1631 <br /> <br />was the driest lO-year period in the Lees Ferry reconstruc- <br />tion. As in the S-year periods, low flows in 1620s are less <br />extreme in the Green River record, but are markedly low in <br />both the San Juan and Colorado-Cisco records (ranks 71st, <br />third, and sixth, respectively). In contrast, the Green River <br />appears to be most strongly impacted by decadal-scale <br />droughts in the 1870s and 1880s. As suggested above, the <br />San Juan appears to be less sensitive to the low flows in <br />the 1580s and 1590s, and this is evident at both to-year and <br />20-year timescales. The 20-year period ending in 1592 is <br />the driest such period in the Lees Ferry and Colorado-Cisco <br />reconstructions, and the sixth driest in the Green recon- <br />struction, but it was the 48th driest period in the San Juan <br />reconstruction. <br />[34] Regional drought variability was also examined in <br />the context of its impacts on Lees Ferry flows. Rankings for <br />lO-year moving averages of flow in tlle three subbasins <br />were divided into terciles. Periods when the value for one <br />basin fell in the dry tercile while flow in another basin fell <br />into the wet tercile, were tabulated (Table 8). Again, <br />droughts tend be widespread, affecting, to some degree, <br />all three subbasins simultaneously. However, in 15 of these <br />10-year periods, contrasting conditions exist between two <br />basins. Most commonly (eight periods), high flows in the <br />San Juan reconstruction coincide with low flows in the <br />Green reconstruction. Dry conditions in the San Juan and <br />wet in the Green are far less common (three periods). In two <br />periods, the Green is dry while the Colorado-Cisco is wet, <br />and there is one case each when the San Juan is wet and <br />Colorado-Cisco dry and vice versa. The contrasting con- <br />ditions in the pairs of subbasins appear to balance each other <br />with respect to Lees Ferry flow for the most pmi, with Lees <br />Ferry flow for these periods most often falling in the middle <br /> <br />0.00 <br />1.2 <br />1.0 <br />~ 0.8 <br />i 0.6 <br />.. <br />1. 0.4 <br />o <br />o 0.2 <br />0.0 <br /> <br />0.02 <br /> <br />0.04 0.06 <br />-20 yr <br /> <br />0.08 <br /> <br />0.10 <br /> <br /> <br />100 <br /> <br />50 Gl <br />o = <br />.c <br />-soB. <br /> <br />-100 <br />0.00 0.02 0.04 0.06 0.08 0.10 <br /> <br />Frequency <br />Green River vs. Colorado at Cisco <br />______ Green River vs. San Juan <br />Colorado at Cisco VS. San Juan <br /> <br />Figure 7. Multitaper method cross-spectral analysis <br />[Mann and Lees, 1996] of reconstructed flows at the major <br />subbasin gauges on the Green River at Green River, Utah; <br />Colorado River near Cisco, Utah; and San Juan River near <br />Bluff, Utah. (top) Coherency spectra plotted against the <br />95% confidence interval (dotted line). (bottom) Phasing of <br />spectral peaks. <br /> <br />9 of 16 <br />