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<br />FEATURE ARTICLE FROM INTERMOUNTAIN WEST CLIMATE SUMMARY, JUNE 2006 <br /> <br />Updated Streamflow Reconstructions <br />Using an updated and expanded set of tree-ring chronolo- <br />gies which end in 1997 or later, the authors created high-qual- <br />ity streamflow reconstructions for four key gages in the Upper <br />Colorado River basin (hereafter the "WGM" reconstructions) . <br />The reconstructions \:vere generated by calibrating the tree-ring <br />chronologies \:vith the most recent naturalized flows from the <br />USBR, including data that were available as of summer 2004. <br />The WGM reconstructions span the common years 1569 to 1997, <br />with the Lees Ferry reconstructions extending to 1490 (avail- <br /> <br />X 1i04 <br />2.4 <br /> <br />2.~ <br /> <br /> <br />~ <br />~ 18 <br />~. <br />~ 1.6 <br />u::: <br /> <br />1.4 <br /> <br />1.2 " " ". . " ":" " .. -" . " ''''1)'" ." . " ." . ":-" . <br /> <br />1 <br />1500 1550 1000 1.65(1 1 '700 1750 1 SOO 1 ~o 1900 1 GOO 2000 <br />EndiJl!l Year <br /> <br />Figure 1 c. Twenty-year running means of four alternative recon- <br />structions of the annual flow of the Colorado River at Lees Ferry <br />for common period 1520-1961. Lees-A and D are from WGM <br />(2006), SJ1976 is the mean of two reconstructions from Stockton <br />and Jacoby (1976), and HPD2000 is from Hidalgo et al. (2000). <br />The horizontal lines are the 1906-2004 observed mean (solid) <br />and the lowest observed 20-year running mean of the 1906-2004 <br />period (dash-dot). <br /> <br />able at: ww\:v.ncdc.noaa. gov /paleo/pubs/\:voodhouse2006/wood- <br />house2006.html. <br />Because reconstructions can be sensitive to different model- <br />ing methods, two different models were tested for the Green, <br />Colorado near Cisco, and the San Juan gages, and four different <br />models were tested for Lees Ferry flows. The models vary in <br />the pool of chronologies used and the statistical approaches used <br />for handling the data. Ho\:vever, the authors found that differ- <br />ent modeling methods had little significant impact on important <br />features of the reconstructions, for example, the long-term annual <br />mean, or the runs of drought years. <br />However, one factor that does have some impact on the mag- <br />nitude of reconstructed high and lo\:v flows is how the persistence <br />in year-to-year growth is treated in the tree-ring data. In the Lees <br />Ferry reconstructions, the authors tested the effects of either re- <br />taining the year-to-year persistence in the tree gro\:vth in the chro- <br />nologies, or removing this persistence The persistence-retained <br />chronology models retain a degree of year-to-year persistence <br />similar to that in the gage record, but overestimate the severity of <br />multi-decadal droughts (20-year means) in the calibration period. <br />Comparison with Previous Lees Ferry Reconstructions <br /> <br />Hidalgo et al. (2000) generated reconstructions at Lees Ferry <br />as well as Stockton and Jacoby (1976). Both of these recon- <br />structions were calibrated on the years 1914-1961, using similar <br />sets of tree-ring data but slightly different modeling approaches. <br />Interannual variations in streamflow are similar across all of the <br />reconstructions, and a comparison of these Lees Ferry recon- <br />structions and that of WGM sho\:vs a relatively close match <br />in variations of streamflow at decadal and longer time scales <br />(Figure lc). The WGM reconstructions differ from those of <br />Stockton and Jacoby (1976) and Hidalgo et al. (2000) in suggest- <br />ing a somewhat higher long-term mean for Upper Colorado River <br />flows (Table 1, after Table 9 in WGM, 2006). The most conser- <br />vative and most extreme Lees Ferry reconstructions generated by <br />this study (called Lees A and Lees D) had long term (1520-1961) <br />means that ranged from 14.3 to 14.7 maf, compared to Stockton <br />and Jacoby's preferred Lees Ferry reconstruction, and the Hi- <br />dalgo et al. reconstruction with means of 13.5 maf and 13.2 maf, <br />respectively. The set of chronologies and gage records used for <br />the reconstruction calibration may contribute to these differences, <br />but the reconstruction methods used are likely also a factor. The <br />causes of the differences are currently under investigation. <br /> <br />Table 1 <br /> <br />Model <br /> <br />Calibration period Long-term mean & 95% <br />confidence interval <br /> <br />WGM- Lees Ferry-A 1906-1995 <br />WGM- Lees Ferry-B 1906-1995 <br />Stockton & Jacoby (1976) 1914-1961 <br />Hidalgo et al. (2000) 1914-1961 <br /> <br />14.7:t 0.2 MAF <br />14.3 :t 0.2 MAF <br />13.5 * <br />13.2:t 0.02 MAF <br /> <br />*no confidence interval calculated, not nzeaningful for the average of <br />two reconstructions <br /> <br />Highlights of the Reconstructed Streamflows <br />The recent 2000-2004 drought, as measured by 5-year running <br />means of water-year total flow at Lees Ferry, is clearly a severe <br />event \:vhen assessed in the context of the 500-year tree-ring re- <br />construction. It is highly unlikely (i.e., the probability is less than <br />10%) that any 5-year flows since 1850 has been as low (Figure <br />Id). But in considering the uncertainty in the reconstruction <br />and evaluating the reconstruction probabilistically, flows for the <br />period 1844-1848 were lower that 2000-2004, and there are eight <br />periods bet\:veen 1536 and 1850 that had at least a 10% probabil- <br />ity of being as dryas 2000-2004. In addition, droughts longer <br />than any in the gage record have occurred in the past. The Lees <br />Ferry reconstruction includes up to eleven consecutive years with <br />flows below the 1906-1995 average. <br />Severe multi-year, decadal, and multidecadal periods of <br /> <br /> <br />FEATURE ARTICLE I 3 I~ <br />