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Abstract We examine the seasonal timing of flows on four major rivers in California, and how these are affected by climate variability and change. We measure seasonal timing of soil runoff and river flows by the “center timing” (CT), defined as the day when half the annual flow has passed a given measurement point. We use a physically-based surface hydrologic model driven by meteorological input from a global climate model to quantify the year-to-year variability in CT resulting from natural internal climate variability (the internal oscillations of the climate system). We find that estimated 50-year trends in CT due to natural internal climate variability often exceed the trends in CT observed over the last 50 years. Thus, although observed trends in CT may be statistically significant, they are not necessarily a result of external influences on climate such as increased greenhouse gases. To estimate when CT changes might be expected to exceed levels possible from natural climate variability, we calculate the sensitivity of CT to increases in temperature ranging from 1 to 5 degrees. We find that at elevations between 2000 – 2800 m are most sensitive to temperature increases in this range, and can experience changes in CT exceeding 45 days. As temperatures rise, so do the elevations that are most sensitive to further increases in temperature. Based on these sensitivities, we estimate that changes in CT will exceed those possible from natural climate variability by the mid- or late 21st century, depending on rates of future greenhouse gas emissions. 1 Maurer, E.P. Maurer, E.P. 1 1 , I.T. Stewart , I.T. Stewart 1 1 , C. Bonfils , C. Bonfils 2 2 , P.D. Duffy , P.D. Duffy 3 3 and D. Cayan and D. Cayan 4 4 1 Santa Clara University, 2 U.C. Merced, 3 Lawrence Livermore National Lab, 4Scripps Institution of Oceanography, UCSD and WRD, USGS of Oceanography, UCSD and WRD, USGS ( Preliminary PCM Control Run Analysis Preliminary PCM Control Run Analysis 2 Obligatory VIC Graphic Obligatory VIC Graphic VIC Model Features: •Developed over 15 years •Energy and water budget closure at each time step •Multiple vegetation classes in each cell •Sub-grid elevation band definition (for snow) •Subgrid infiltration/runoff variability VIC Model is driven with GCM-simulated (bias-corrected, downscaled) P, T and reproduces Q for historic period 4 5 When will these When will these Ts and Ts and CTs CTs happen? happen? Downscaling GCM Output Downscaling GCM Output At GCM scale, CDFs of Precipitation and Temperature for each month are developed for Observations and GCM for climatological period. Quantiles for GCM are mapped onto CDF for Observations Mean and variance of observed data are reproduced for climatological period Temperature trends into future in GCM output are preserved Relative changes in mean and variance in future period GCM output are preserved, mapped onto observed variance P (scale) and T (shift) factor time series developed Factors interpolated to 1/8° grid cell centers (about 150 km 2 per grid cell) 125% 118% 116% 120% 116% 112% 117% 109% 107% 108% 105% 102% Fig: A. Wood 3 Streamflow Timing at Key Locations – PCM control run results Streamflow Timing at Key Locations – PCM control run results Sacramento-San Joaquin Basin: Key points (inflows to major reservoirs): Where will streamflow timing change with different Where will streamflow timing change with different T? T? Parallel Climate Model (PCM): Before using Control Run Parallel Climate Model (PCM): Before using Control Run (constant 1870 atmosphere): (constant 1870 atmosphere): How does it simulate 20 How does it simulate 20 th th Century in California Century in California ? ? 1950-1976 period for one grid cell 2 m Surface Air Temperature PCM “20c3m" “run1" IPCC AR4 experiment OBS is gridded monthly observations Sept-Jan: good interannual variability small biases Feb-Aug: PCM underestimates interannual variability low bias in temperature simulation Biases are different at different points, with PCM overestimating interannual variability at other locations. Overall for all California variability is close to observed. This spatially variable GCM bias means raw output is not useful for hydrology: bias correction and downscaling is needed Site Name Feather R at Oroville American R at Folsom Dam Tuolumne at New Don Pedro Res Kings R. at Pine Flat Dam Drainage Area, km 2 9350 4850 3970 4000 Mean Basin Elevation, m 1553 1335 1755 2196 Max Basin Elevation, m 2655 3009 3802 4086 Applied to entire 629-year control run 1950-1999 streamflow timing trends at these 4 points (based on VIC modeling): •Cumulative distribution functions for CT trend (days/50 years) for PCM control run. •Q10 is the value not exceeded in 10% of the trend segments. •Q10 varies from 17-19 days for these sites. •Based on this control run a 50- year trend in CT would need to shift 17-19 days earlier to achieve statistical confidence level of 90% Incremental change in CT for an incremental change in T. Each bar charts the increase in CT beyond that already experienced with the next lowest temperature shift. Whiskers and bar representing 10, 25, 75 and 90 percentile elevations within each basin. What is the variability in 50-year streamflow timing trends in California? Site Name Feather R at Oroville American R at Folsom Dam Tuolumne at New Don Pedro Res Kings R. at Pine Flat Dam Timing Shift, days (- indicates earlier) +1 -9 +4 +2 No significant trends. Because these sites include rain dominated area their timing is less sensitive to historic inter-annual temperature variability than other areas. But haven’t past studies shown that streamflow timing is changing? Yes. Past study by Stewart et al. found a CT shift of 17.7 and 20.5 days earlier over the 1948 to 2002 period for two of their three sites that obtained 90% confidence within the Sacramento- San Joaquin basin. Those were smaller basins in snow-dominated areas, not inflows to managed water system. Can we identify hypsometric characteristics of basins that will be most vulnerable to streamflow timing shifts under warming temperatures? CT shift for individual VIC grid cells under specified temperature shifts relative to 1961-1990. Stewart et al. (2005) points (against basin average elevation) in the SSJ basin are added as diamonds, and for these diamonds red indicates significance at the 90% level. 629 years of control PCM simulated CT dates for Feather R. VIC modeling results – shift 1961- 1990 temperatures by fixed values, calculate CT binned results •Impacts through +2°C focused North of Lake Tahoe •Maximum impact in 2000-2800 m range •For up to 2°C rise peak impact is in 2000-2400m range •Above that, peak impact shifts to 2400-2800m range T under Higher Emissions (A1fi), °C T under Mid-High Emissions (A2), °C T under Low Emissions (B1), °C End of 21 st Century Early 21 st Century Mid 21 st Century End of 21 st Century Early 21 st Century Mid 21 st Century End of 21 st Century 3.8-5.8 0.5-1.5 1.3-2.3 2.6-4.5 (3.7) 0.5-1.4 0.8-2.2 1.5-2.7 (2.3) Cayan, D., E. Maurer, M. Dettinger, M. Tyree, K. Hayhoe, C. Bonfils, P. Duffy, and B. Santer, 2006, Climate scenarios for California, California Climate Change Center publication no. CEC-500-2005-203-SF Hayhoe, K., Cayan, D., Field, C., Frumhoff, P., Maurer, E., Miller, N., Moser, S., Schneider, S., Cahill, K., Cleland, E., Dale, L., Drapek, R., Hanemann, R.M., Kalkstein, L., Lenihan, J., Lunch, C., Neilson, R., Sheridan, S., and Verville, J.: 2004, ‘Emissions pathways, climate change, and impacts on California’, Proceedings of the National Academy of Sciences (PNAS) 101 (34), 12422–12427. Maurer, E.P., 2006, Uncertainty in hydrologic impacts of climate change in the Sierra Nevada, California under two emissions scenarios, Climatic Change (in press) Stewart, I. T., D. R. Cayan, and M. D. Dettinger, 2004, Changes in snowmelt runoff timing in western North America under a 'business as usual' climate change scenario, Climatic Change, 62, 217-232 Projected Changes in Temperature Relative to 1961-1990 (from Hayhoe et al. and Cayan et al.) Basin CT under Mid-High Emissions (A2), days CT under Low Emissions (B1), days Early 21 st Century Mid 21 st Century End of 21 st Century Early 21 st Century Mid 21 st Century End of 21 st Century Feather R. -14 -18 -23 -10 -11 -17 American R. -19 -23 -31 -17 -20 -26 Tuolumne R. -9 -20 -33 -10 -14 -23 Kings R. -9 -21 -36 -8 -16 -24 CTs for these 2 lower elevation basins will statistically significant levels my early-to-mid 21 st century under lower emissions, or mid-to-late 21 st century under higher emissions. CTs for higher elevation basins will be delayed, but could eventually exhibit greater changes than lower elevation basins under higher emissions. •A lower emissions future avoids much of the impact on timing for areas above 2400 m Projected Changes in Timing Relative to 1961-1990 (from Maurer, 2006) Ensemble mean of 11 GCMs

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Maurer, E.P. 1 , I.T. Stewart 1 , C. Bonfils 2 , P.D. Duffy 3 and D. Cayan 4 1 Santa Clara University, 2 U.C. Merced, 3 Lawrence Livermore National Lab, 4Scripps Institution of Oceanography, UCSD and WRD, USGS (. Detectability of trends towards earlier streamflow in the Sierra Nevada. 4. - PowerPoint PPT Presentation

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Page 1: Abstract

Abstract

We examine the seasonal timing of flows on four major rivers in California, and how these are affected by climate variability and change. We measure seasonal timing of soil runoff and river flows by the “center timing” (CT), defined as the day when half the annual flow has passed a given measurement point. We use a physically-based surface hydrologic model driven by meteorological input from a global climate model to quantify the year-to-year variability in CT resulting from natural internal climate variability (the internal oscillations of the climate system). We find that estimated 50-year trends in CT due to natural internal climate variability often exceed the trends in CT observed over the last 50 years. Thus, although observed trends in CT may be statistically significant, they are not necessarily a result of external influences on climate such as increased greenhouse gases. To estimate when CT changes might be expected to exceed levels possible from natural climate variability, we calculate the sensitivity of CT to increases in temperature ranging from 1 to 5 degrees. We find that at elevations between 2000 – 2800 m are most sensitive to temperature increases in this range, and can experience changes in CT exceeding 45 days. As temperatures rise, so do the elevations that are most sensitive to further increases in temperature. Based on these sensitivities, we estimate that changes in CT will exceed those possible from natural climate variability by the mid- or late 21st century, depending on rates of future greenhouse gas emissions.

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Maurer, E.P.Maurer, E.P.11, I.T. Stewart, I.T. Stewart11, C. Bonfils, C. Bonfils22, P.D. Duffy, P.D. Duffy33 and D. Cayan and D. Cayan44

1Santa Clara University, 2U.C. Merced, 3Lawrence Livermore National Lab, 4Scripps Institution of Oceanography, UCSD and WRD, USGSof Oceanography, UCSD and WRD, USGS ((

Preliminary PCM Control Run AnalysisPreliminary PCM Control Run Analysis

2 Obligatory VIC GraphicObligatory VIC Graphic

VIC Model Features:•Developed over 15 years•Energy and water budget closure at each time step•Multiple vegetation classes in each cell•Sub-grid elevation band definition (for snow)•Subgrid infiltration/runoff variability

•VIC Model is driven with GCM-simulated (bias-corrected, downscaled) P, T and reproduces Q for historic period

4

5 When will these When will these Ts and Ts and CTsCTs happen? happen?

Downscaling GCM OutputDownscaling GCM Output

At GCM scale, CDFs of Precipitation and Temperature for each month are developed for Observations and GCM for climatological period. Quantiles for GCM are mapped onto CDF for Observations

Mean and variance of observed data are reproduced for climatological periodTemperature trends into future in GCM output are preservedRelative changes in mean and variance in future period GCM output are preserved, mapped onto observed variance

P (scale) and T (shift) factor time series developedFactors interpolated to 1/8° grid cell centers (about 150 km2 per grid cell)

125% 118% 116%

120% 116% 112%

117% 109% 107%

108% 105%

102%

Fig: A. Wood

3 Streamflow Timing at Key Locations – PCM control run resultsStreamflow Timing at Key Locations – PCM control run results

Sacramento-San Joaquin Basin: Key points (inflows to major reservoirs):

Where will streamflow timing change with different Where will streamflow timing change with different T?T?

Parallel Climate Model (PCM): Before using Control Run (constant Parallel Climate Model (PCM): Before using Control Run (constant 1870 atmosphere): 1870 atmosphere): How does it simulate 20How does it simulate 20thth Century in California Century in California??

1950-1976 period for one grid cell

2 m Surface Air Temperature

PCM “20c3m" “run1" IPCC AR4 experiment

OBS is gridded monthly observations

Sept-Jan:good interannual variabilitysmall biases

Feb-Aug:PCM underestimates interannual variabilitylow bias in temperature simulation

Biases are different at different points, with PCM overestimating interannual variability at other locations. Overall for all California variability is close to observed.

This spatially variable GCM bias means raw output is not useful for hydrology: bias correction and downscaling is needed

Site NameFeather R at

OrovilleAmerican R at Folsom Dam

Tuolumne at New Don

Pedro Res

Kings R. at Pine Flat Dam

Drainage Area, km2 9350 4850 3970 4000

Mean Basin Elevation, m 1553 1335 1755 2196

Max Basin Elevation, m 2655 3009 3802 4086

Applied to entire 629-year control run

1950-1999 streamflow timing trends at these 4 points (based on VIC modeling):

•Cumulative distribution functions for CT trend (days/50 years) for PCM control run.

•Q10 is the value not exceeded in 10% of the trend segments.

•Q10 varies from 17-19 days for these sites.

•Based on this control run a 50-year trend in CT would need to shift 17-19 days earlier to achieve statistical confidence level of 90%

Incremental change in CT for an incremental change in T. Each bar charts the increase in CT beyond that already experienced with the next lowest temperature shift. Whiskers and bar representing 10, 25, 75 and 90 percentile elevations within each basin.

What is the variability in 50-year streamflow timing trends in California?

Site NameFeather R at

OrovilleAmerican R at Folsom Dam

Tuolumne at New Don

Pedro Res

Kings R. at Pine Flat Dam

Timing Shift, days (- indicates earlier) +1 -9 +4 +2

No significant trends. Because these sites include rain dominated area their timing is less sensitive to historic inter-annual temperature variability than other areas.

But haven’t past studies shown that streamflow timing is changing?

Yes. Past study by Stewart et al. found a CT shift of 17.7 and 20.5 days earlier over the 1948 to 2002 period for two of their three sites that obtained 90% confidence within the Sacramento-San Joaquin basin.

Those were smaller basins in snow-dominated areas, not inflows to managed water system.

Can we identify hypsometric characteristics of basins that will be most vulnerable to streamflow timing shifts under warming temperatures?

CT shift for individual VIC grid cells under specified temperature shifts relative to 1961-1990. Stewart et al. (2005) points (against basin average elevation) in the SSJ basin are added as diamonds, and for these diamonds red indicates significance at the 90% level.

629 years of control PCM simulated CT dates for Feather R.

VIC modeling results – shift 1961-1990 temperatures by fixed values, calculate CT

binned results

•Impacts through +2°C focused North of Lake Tahoe•Maximum impact in 2000-2800 m range•For up to 2°C rise peak impact is in 2000-2400m range•Above that, peak impact shifts to 2400-2800m range

T under Higher Emissions (A1fi), °C T under Mid-High Emissions (A2), °C T under Low Emissions (B1), °C

End of 21st Century Early 21st Century Mid 21st Century End of 21st Century Early 21st Century Mid 21st Century End of 21st Century

3.8-5.8 0.5-1.5 1.3-2.3 2.6-4.5 (3.7) 0.5-1.4 0.8-2.2 1.5-2.7 (2.3)

Cayan, D., E. Maurer, M. Dettinger, M. Tyree, K. Hayhoe, C. Bonfils, P. Duffy, and B. Santer, 2006, Climate scenarios for California, California Climate Change Center publication no. CEC-500-2005-203-SFHayhoe, K., Cayan, D., Field, C., Frumhoff, P., Maurer, E., Miller, N., Moser, S., Schneider, S., Cahill, K., Cleland, E., Dale, L., Drapek, R., Hanemann, R.M., Kalkstein, L., Lenihan, J., Lunch, C., Neilson, R., Sheridan, S., and Verville, J.: 2004,

‘Emissions pathways, climate change, and impacts on California’, Proceedings of the National Academy of Sciences (PNAS) 101 (34), 12422–12427. Maurer, E.P., 2006, Uncertainty in hydrologic impacts of climate change in the Sierra Nevada, California under two emissions scenarios, Climatic Change (in press)Stewart, I. T., D. R. Cayan, and M. D. Dettinger, 2004, Changes in snowmelt runoff timing in western North America under a 'business as usual' climate change scenario, Climatic Change, 62, 217-232

Projected Changes in Temperature Relative to 1961-1990 (from Hayhoe et al. and Cayan et al.)

BasinCT under Mid-High Emissions (A2), days CT under Low Emissions (B1), days

Early 21st Century Mid 21st Century End of 21st Century Early 21st Century Mid 21st Century End of 21st Century

Feather R. -14 -18 -23 -10 -11 -17

American R. -19 -23 -31 -17 -20 -26

Tuolumne R. -9 -20 -33 -10 -14 -23

Kings R. -9 -21 -36 -8 -16 -24

CTs for these 2 lower elevation basins will statistically significant levels my early-to-mid 21st century under lower emissions, or mid-to-late 21st century under higher emissions.

CTs for higher elevation basins will be delayed, but could eventually exhibit greater changes than lower elevation basins under higher emissions.

•A lower emissions future avoids much of the impact on timing for areas above 2400 m

Projected Changes in Timing Relative to 1961-1990 (from Maurer, 2006)Ensemble mean of 11 GCMs