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April 28, 2008 Salt River Project, Phoenix, AZ
LTRR-SRP II THE CURRENT DROUGHT IN CONTEXT: A TREE-RING BASED EVALUATION OF WATER SUPPLY VARIABILITY FOR THE SALT-VERDE RIVER BASIN Dave Meko & Katie Hirschboeck University of Arizona - Laboratory of Tree-Ring Research April 28, 2008 Salt River Project, Phoenix, AZ
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MAIN OBJECTIVE To update the tree-ring reconstructions of annual streamflow of the Salt-Verde-Tonto Basin through the period of the most recent drought and place it into a long-term, historical context linked to climatic variability
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MAIN PROJECT ACTIVITIES
UPDATING TREE-RING CHRONOLOGIES – Field collections and laboratory analysis to develop chronologies in the Salt-Verde basin with data through growth year 2005 NEW STREAMFLOW RECONSTRUCTION – Analysis of the new tree-ring chronologies to place the most recent drought in a long-term context EW-LW EVALUATION – Exploration of the seasonal precipitation signal in separate measurement of earlywood and latewood width measurements CLIMATIC ANALYSES – Synoptic dendro-climatology studies of observed record to better interpret the reconstructed record
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TREE-RING CHRONOLOGY UPDATING
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Douglas-fir at Wahl Knoll site, White Mountains , AZ
Tree-Ring Collections Douglas-fir at Wahl Knoll site, White Mountains , AZ 5
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Tree-Ring Collections
Black River Pine Site Robinson Mt Site Collections at 14 Sites in Fall 2005 Species: Douglas-fir ponderosa pine pinyon pine Some re-collections, some new collections Cores only 6
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Tree Ring Widths – the Basic Data
Site 2 - Black River Pine Core 13B 1740 1741 1742 1743 1744 1745 1746 1747 1748 1749 1750 HH Years LL Year Link to previous LTRR-SRP I study on joint drought (LL HH) in Salt-Verde and Upper Colorado Basins Narrow rings in dry years, wide rings in wet years 7
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STREAMFLOW RECONSTRUCTION PROCESS
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Overview of the Reconstruction Process
Tree Ring Network Statistical Calibration: regression Reconstruction Models Time Series of Reconstructed Streamflow Observed Streamflow
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Three Different Models Used
(based on different sub-periods) Tree-ring sites not in model Tree-ring sites in model * Key to dots Tree-ring sites have variable time coverage Uniform time coverage required for a model Sub-period reconstructions ultimately blended into final time series of reconstructed streamflow 10
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RESULTS OF THE NEW RECONSTRUCTION
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Annual Reconstructed Flows, 1330-2005
Plotted as % of normal* *normal = defined as median of observed flows Median baseline 5-yr dry spells 2002 and 1996 have the lowest reconstructed annual flows in the entire record (28% and 30% of normal* respectively) Maximum number of consecutive years below normal = 5 (in 1590s and 1660s) Longest stretch of consecutive years below normal in recent interval of is 4 years (in 1950s) Normal as defined here is 895 kaf Tally of runs depends on choice of threshold for normal. Medians of observed and reconstructed flows differ for common period : kaf for observed flows and 1059 kaf for reconstructed flows. If use the higher median as threshold for normal, the longest reconstructed run below normal is 9 years. This occurred twice – and Even with the relaxed threshold, the reconstructed flows do not contain any runs longer than 4 years in the period 12
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“Missing” Rings (locally absent on tree where cored)
Close up of cores from two different trees at Site 10, located near Flagstaff: // = false ring bands This core is missing the year (27 of the 30 trees at this site had no 2002 ring) This core has a very narrow 2002 “micro-ring” (only 3 trees at this site had a 2002 ring) 13
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Missing-Ring Percentage Through Time
How unusual is such a high % of missing rings? 2002 2002 was unprecedented for frequency of missing rings 14
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Variations in Time-Averaged Flows
Plotted as % of normal* *normal =median of all 6-year running means Baseline 14 distinct prior occurrences of flow as low as average 1- 3 occurrences in each century Most severe conditions at ~1590 and ~1670 15
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Variations in Length of Intervals Between High Flow / Wet Years
1950 & narrow rings 1952 wide ring High flows and large floods can occur during periods of drought and low flows Wide rings can occur within otherwise narrow-ring sequences
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Floods / High Flows & Reconstructed Flows
High flow / flood “wet years” are tracked reasonably well by Verde River tree-ring reconstruction Verde River Basin Comparison: Observed, Reconstructed, & Instantaneous Peak Flows
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Length of Intervals Between Wet Years Based on Observed Flows, 1914-2007
Recent gap = 9 yr “Wet Year” = flow above 75th percentile Plotted series is for Salt+Verde+Tonto Circles mark flows above 75th percentile Interval or gap is the number of consecutive year between wet years (0 if wet years adjacent) Wet year threshold 1504 kaf 23 of the 94 years classified as wet Interval longer in 1950s than during recent drought period If not for mildly wet 1952, the earlier interval would have been 25 years Median interval is 2 years in the observed record 18
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Length of Intervals Between Wet Years Based on Reconstructed Flows, 1330-2005
Recent gap 12 yr “Wet Year” = flow above 75th percentile Longest interval = 22 years ( ) Recent interval = 12 years ( ) 1950s interval = 12 years ( ) 10 intervals ≥ 12 years Median interval is 3 years Salt+Verde+Tonto reconstruction, as in previous slide observed flows Reconstruction does not perfectly classify wet years of the observed record. For example, 1993 was a wet year in the observed, but not in the tree-ring record. This is why the “recent” interval is shorter for the observed flows than for the reconstruction Other large intervals are 20-yr gap ending in 1585 16-yr gaps ending in 1676, 1742 19
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Upper figure: same as we had in presentation to GM
LL: cdf’s of reconstructed flows for entire reconstruction and for the period of the reconstruction that overlaps observed flows. LR: cdf of gap, or interval, between wet years, again for both the full-length reconstruction and the part that overlaps observed flows LL:shows that 0.75 quantile is slightly lower for the than for The difference is a bit over 100,000 acre-ft. This is consistent with the long-term record being a bit drier than the instrumental period. Note that the long-term 0.75 quantile is the threshold (horizontal red line) in the top plot. LR: This plot summarizes the time, or gap, between wet years. If two consecutive years are above the 0.75 quantile, the “gap” is defined as zero. The median gap for both the long-term and the instrumental period is 3 years. The 0.9 quantiles are also equal, at 9 years. The difference comes in the extremes. The record contains a 22-year gap, around the start of the 15th century. In contrast, the longest gap in the part of the reconstruction is 12 years ( and ) LR:
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EARLYWOOD-LATEWOOD EVALUATION
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Earlywood / Latewood Evaluation
Ring width can be partitioned into parts formed early and late in the growth year Studies have shown some success at inferring summer rainfall variations from latewood width 22
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Latewood Precipitation Signal – Wahl Knoll Example
Signal Strength by Seasonal Grouping Prism Precipitation Wahl Knoll Latewood Index Input-Output Model Signal confined mainly to summer Maximum of ~30% of variance of July or July+August precipitation explained by modeling Wahl Knoll gave some of the more promising results We modeled PRISM precipitation against latewood width indices at four sites Because summer rainfall is inherently spotty, a relatively dense tree-ring network would be needed to capture the regional signal for monsoon rainfall, especially with the single-site signal being relatively weak
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Testing for Latewood Signal of Summer Rainfall
Total width had signal for annual precipitation, but no signal for summer precipitation Latewood width had a weak but significant signal for summer precipitation SUMMARY: Results encouraging, but summer precipitation signal in partial ring widths is too weak to expect useful reconstruction of summer monsoon variability from this limited site coverage 24
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THE CLIMATIC CONTEXT OF RECENT DROUGHTS & HIGH FLOW EPISODES
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The “Big Picture” Global Climate Context
NH Temperature Data from NASA/GISS; data are departures from mean based on GHCN met stations Upper Colorado Flows natural flows for Lees Ferry from USBR Salt-Verde-Tonto Flows from USGS Horizontal lines for flows are at medians Recent drought: mean NH temperatures near record highs 1950s drought: mean NH temperatures near middle of long- term warming trend Wet late 1970s to early 1980s: mean NH temperatures higher Wet period : mean NH temperatures low (not shown here) severe tree-ring drought of : mean NH temperatures very low set(gcf,’Position’,[ ]); 26
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Link to LTRR-SRP- I Project
Low Flow Years in Both SVT & UCRB Updated LL and HH years exhibit anomaly patterns similar to those of the earlier study 700 mb composites of new LL and HH years for Dec-Feb High Flow Years in Both SVT & UCRB
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Floods / High Flows & Reconstructed Flows
High flow / flood “wet years” are tracked reasonably well by Verde River tree-ring reconstruction Verde River Basin Comparison: Observed, Reconstructed, & Instantaneous Peak Flows
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Analyzing the reconstruction synoptically:
Verde River Basin Instantaneous Peak Flows Classified by Synoptic Type Water Year Synoptic Convective Tropical Storm Jan 1993 Mar 1938 Feb 1995 Dec /Jan 2005 Winters of Dec /Jan 1952 Feb 1927 TS Norma Sep 1970 1950s convective dominance
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Analyzing the reconstruction synoptically:
Synoptic Convective Tropical Storm Analyzing the reconstruction synoptically: Both reconstructed & observed annual flows track the magnitude of the instantaneous peaks best during SYNOPTIC (winter) events
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Synoptic Circulation Patterns for SVT
Verde Basin study: tree-ring record is a good indicator of winter storm track activity 1950s Drought Low flow years in SVT Dec – Feb 1950s pattern vs. “Recent Drought” pattern Recent High Flow Year pattern “Recent Drought” Low flow years in SVT Dec – Feb “Recent” High flow years in SVT Dec – Feb
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Synoptic Atmospheric Circulation Patterns Linked to Dry and Wet Intervals
Water Year Atmospheric Circulation Anomaly Patterns (700 mb) associated with Dry and Wet Intervals in the Verde Basin “Current” Drought 1950s+ Drought 1996 & 2002 1993
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Importance of BLOCKING circulation anomaly patterns:
Blocking leads to the PERSISTENCE of circulation features that produce EXTREMES drought /
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Are streamflow variations cyclic?
Spectrum, Reconstruction ENSO footprint? Is streamflow cyclic? A spectral analysis of the reconstructed flows for the Salt-Verde-Tonto shows no evidence of strong periodicity (Figure ??). A weakly significant spectral peak occurs at about 5.7 years, but is more broadly consistent with generally high variance between 4 and 8 years than with a true cycle at 5.7 years. About 1/3 the total variance occurs in the 4-8 year band. The high variance in this wavelength band is consistent with ENSO influence on climate. Spectrum of reconstructed annual SVT flow, Spectral estimation by smoothed periodogram method (Bloomfield 1976) using Daniell filter spans { }. Red noise (autoregressive) null continuum after Wilks (1995) .
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SUMMARY & CONCLUSIONS
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Reconstruction Model Summary
Ring widths of the new collections have a strong annual runoff signal Subset models blended together yield a streamflow reconstruction covering The reconstruction explains % of the variance of the annual flows
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Extreme Single-Year Summary
The reconstructed 1996 value was the 2nd lowest reconstructed flow since 1330 The reconstructed 2002 value was the LOWEST reconstructed flow since 1330 From tree’s perspective 2002 was a year like no other: 60% of 300+ cores were missing the 2002 ring!
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CONCLUSIONS 1) Single-year intensity: drought in recent years unsurpassed in long-term tree-ring record (i.e., 1996, 2002) 2) Multi-year intensity: 14 distinct prior occurrences of flow as low as average
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CONCLUSIONS 3) Several intervals between “drought relieving” wet years were longer than any observed in the instrumental record 4) Winter storm track position key factor in drought signature (1950s vs. recent drought)
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Final Report will be posted at:
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