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<br />W05415 <br /> <br />W05415 <br /> <br />WOODHOUSE ET AL.: UPDATED COLORADO RIVER RECONSTRUCTIONS <br /> <br />. . <br /> <br />Table 6. Percentage of Observed and Reconstructed Annual Flow <br />at Lees Ferry Contributed by Subbasins <br /> <br /> 3 Gauge Total GRUT COCI SJBL <br />Observed, 1906-1995 95.5 35.8 45.4 14.2 <br />Reconstmcted, 1906-1995 95.6 35.9 45.5 14.3 <br />Reconstmcted. 1569-1997 96.3 35.7 46.7 13.9 <br /> <br />reconstructions are quite similar to those for the period of <br />the gauge records (Table 5b). The greater shared variance <br />between the San Juan reconstruction and the other recon- <br />structions, compared to the relationships in the gauge <br />record, may be due to an absence of tree ring chronologies <br />located within the San Juan River basin. The result of this <br />may be a weaker representation of local basin variability. <br />[29] The observed flows from the three subbasins gauges, <br />Green River, Colorado-Cisco and the San Juan account for <br />nearly all (average of 95.5%) of the total water year flow <br />observed at Lees Ferry from 1906 -1995 (Table 6). Over the <br />same years, the average values of contributed flows in <br />the reconstructions are closely matched, as expected due <br />to the regression process. Over the full common reconstruc- <br />tion period, 1569-1997, contributions are also very similar <br />(Table 6). Figure 5 shows the variations in flow at the four <br />gauges and the sum of the three subbasin flows over the full <br />reconstruction period as 5-year nmning averages. The <br />match between the three gauge sum and the Lees Ferry <br />flow is good (r = 0.98, P < 0.001), though there are several <br />periods when the sum appears to be somewhat less than <br />Lees Ferry total flow (e.g., the 1630s and the last quarter of <br />the 1600s, both periods of higher flows). <br /> <br />4. Long-Term Hydroclimatic Variability in the <br />Upper Colorado River Basin <br /> <br />4.1. Frequency Characteristics of Reconstructed Flows <br /> <br />[30] We used a multitaper method (MTM) spectral anal- <br />ysis to examine the frequency characteristics of recon- <br />structed flows at Lees Ferry and the three subbasins <br />gauges [Mann and Lees, 1996]. MTM provides a robust <br />means for isolating signal peaks from a time series that may <br />contain both periodic and aperiodic behavior. The MTM <br /> <br />spectrum for the Lees Ferry reconstruction (Figure 6a) <br />shows that significant (p < 0.05) high-frequency variability <br />in Upper Colorado River flows (2-7 years) is accompanied <br />by a strong bidecadal peak centered around ",24 years. <br />MTM also identifies a significant multidecadal peak around <br />64 years. Peaks similar to those in the two to seven year <br />band at Lees Ferry are also present in the spectra for each <br />subbasin (Figures 6b-6d). All of the subbasin reconstruc- <br />tions show significant bidecadal peaks, though relative <br />power is reduced for the Green River gauge. The recon- <br />structions for both the Colorado-Cisco and the San Juan <br />show strong multidecadal peaks centered on ",64 years. <br />Cross-spectral MTM reveals significant coherency across <br />the subbasins at lower frequencies (Figure 7). Coherency <br />and phasing of bidecadal and multidecadal peaks is partic- <br />ularly strong. <br />[31] The wavelet spectra for each of these reconstructed <br />gauge records further highlights their coherence in the <br />frequency domain (Figure 8). Wavelet analysis also shows <br />marked nonstationarity in the strength of these signals <br />through time. In particular each of the wavelet spectra are <br />characterized by multidecadal variability (30~ 70 year) in <br />the first two centuries followed by a period from the 18th <br />through mid-19th centuries dominated by significant energy <br />in the decadal to bidecadal bands. Beginning in the late 19th <br />century, however, we see a return to significant multi- <br />decadal variability. These lower-frequency modes persist <br />until the late 20th century, when the effects of zero padding <br />likely reduce power in the multidecadal bands [Torrence <br />and Compo, 1998]. <br /> <br />4.2. Basin-Scale Flow Variability <br />[32] The Lees Ferry and subbasin streamflow reconstruc- <br />tions enable an examination of the spatial characteristics of <br />long-term drought variability in the upper Colorado River <br />basin. We first compared 5-year, 10-year, and 20-year <br />averages of streamflow in the Lees Ferry reconstruction <br />with averaged flows in the three subbasins to determine the <br />degree of drought variability across the upper Colorado <br />River basin. In general, there is a strong tendency for <br />extreme low flows at Lees Ferry to be matched by extreme <br />low flows in all three of the subbasins. Of the driest 5-year <br /> <br /> <br /> 25000 <br /> a. <br /> 20000 <br />::!: <br />u <br />::!: <br />:i 15000 <br />0 <br />u::: <br /> 10000 b. <br /> 5000 c. <br /> d. <br /> 0 <br /> 1600 1700 1800 1900 2000 <br /> <br />Figure 5. Five-year running averages of reconstructed annual streamflow, 1571-1995, for Lees Ferry, <br />Arizona (black line a), the sum of the flow for the three reconstructions (gray line a), and the three <br />subbasins, Colorado near Cisco, Utah (line b), Green River at Green River, Utah (line c), and San Juan <br />River near Bluff, Utah (line d). <br /> <br />8 of 16 <br />