Assessment of Climate Change Impacts over Oregon’s Willamette River Basin Using NARCCAP Datasets Andrew Halmstad (halmstad@cecs.pdx.edu), Mohammad Reza Najafi (najafim@cecs.pdx.edu), Hamid Moradkhani (hamidm@cecs.pdx.edu ) Department of Civil and Environmental Engineering, Portland State University Abstract Observed Data- UW Gridded Precipitation One important aspect related to the management of water resources under future climate variation is the occurrence of extreme precipitation events. In order to prepare for extreme events, namely floods and droughts, it is important to understand how future climate variability will influence the occurrence of such events. Recent advancements in regional climate modeling efforts provide additional resources for investigating the occurrence of these extreme events at scales that may be useful for regional watershed modeling. This study utilizes data provided by the North American Regional Climate Change Assessment Program (NARCCAP) in order to investigate the occurrence of extreme precipitation events. A comparison between observed historical precipitation events and NARCCAP modeled historical conditions was performed in order to investigate the reliability of the regional modeling efforts. Future scenarios provided by NARCCAP, forced using the A2 SRES scenario, were also investigated in order to capture the expected variation of these events under future climates. The UW gridded dataset, described by Maurer et al., (2002), was used in this study as an estimate of observed precipitation. The observed precipitation in the UW dataset is based on processed National Oceanic and Atmospheric Administration (NOAA) Cooperative Observer (Co-op) records (Maurer et al., 2002). The spatial resolution of the UW dataset is 1/8 degree and the temporal range, used for this study, covered the period 1979-1999. Study Area The Willamette River Basin, located in western Oregon, encompasses roughly 12,000 square miles (~30,000 square kilometers) and lies in a temperate marine climate region. The basin supports a variety of land uses (including agriculture, timber, recreation and urban) and is home to roughly 2.8 million people . The majority of precipitation falls during the winter months (approximately 80% from October to May according to Chang and Jung, 2010) where as the summer months are predominantly dry. Figure 1: Location of Willamette River Basin, the study region, within the state of Oregon Historical vs Future RCM EV Historical 1979-1999 vs Future 2038-2069 CRCM WRFG Visualizing Extreme Value (EV) Precipitation Events Historic Historic Historic Figure 3. Location of grid points within the Willamette River Basin for the three RCMs. This difference is due to the RCM output grid. An initial comparison between the UW observed and RCM modeled extreme precipitation events over the historical period 1979-1999 reveals the bias in each RCM model. Figure 3, below, shows the UW observed extreme precipitation event average compared to the results from each of the RCM models forced using the NCEP reanalysis data. The bottom row of figure 4 displays the bias between the UW dataset and each RCM. Future Future Future UW "obs" vs RCM (NCEP forcing): Average of EVs UW "Observed" Future with Delta B.C. Future with Delta B.C. Future with Delta B.C. Avg EV Precip [mm/day] 33 35 37 39 41 43 45 47 34 36 38 40 42 44 46 48 31 - 32 Figure 4: Comparison between UW observed and RCM modeled historic averages of extreme value events. 25 Year Return Levels [mm/day] WRFG MM5I CRCM WRFG MM5I CRCM Historic (1979-1999) Avg EV Precip [mm/day] 111 - 115 121 - 125 131 - 135 141 - 145 116 - 120 126 - 130 136 - 140 146 - 150 109 - 110 31-32 32-34 34-36 36-38 38-40 40-42 42-44 44-46 46-48 <65 66 - 70 81 - 85 71 - 75 86 - 90 76 - 80 91 - 95 Future (2038-2069) Precip Bias (RCM-UW) [mm/day] WRFG -11- -10 -9- -8 -8- -6 -6- -4 -4- -2 -2 - 0 0-2 2-4 4-6 6-8 In this study we fit a Generalized Extreme Value Distribution (GEV) to the climate model precipitation outputs at each grid cell for the historical and future periods. The parameters of the distribution were calculated based on the maximum likelihood estimation. The GEV combines three types of extreme value distributions, namely the Gumbel, Frechet and Weibull families. The shape parameter determines the type of the distribution. The changes of this parameter are shown in figure 5. The positive values of the shape parameter imply heavy tail distributions and higher probability of the extreme occurrences. Figure 5. EV distribution shape parameter, historic versus future EV distribution shape parameters. MM5I CRCM The return level “f” is a level that is expected to be exceeded once every T years where T is the return period (25 years). The return level can be calculated by setting the cumulative GEV distribution to the desired nonexceedance probability (1-1/T). The values of the 25 year return level are estimated for both historical and future time periods. It is important to note that the uncertainties due to different RCMs are significant. As well, the changes of the 25 year return level vary in different locations. Figure 7 . Comparison between historic and future extreme events with a 25 year return period. Conclusions Extreme Value Analysis: Distribution Shape Parameter Figure 2: Comparison between NCEP and GCM forcing data. Comparison between the NCEP driven runs and the CCSM, a GCM, driven runs displays the relative differences between each RCM as well as the influence of the initial forcing conditions. The CRCM model displays noticeably lower average values compared to both MM5I and WRFG. Figure 6. Historic versus future average precipitation EV comparison: This figure displays the average of extreme value precipitation events, using GCM forcing data and all three RCMs, over both the historic (1979-1999) [row 1] and future (2038-2069) [row 2] periods. Row 3 displays the future results after the bias correction. Extreme Value Analysis: 25 Year Return Levels NARCCAP Project Models The NARCCAP program utilizes several regional climate models (RCMs) driven by five atmosphere-ocean general circulation models (AOGCMs) and is focused on providing data over the majority of the North American continent. The spatial resolution of the RCM datasets is ~50km; temporal resolution is generally 3hrs. For this study three RCMs were selected: CRCM (Canadian Regional Climate Model by OURANOS/UQAM), WRFG (Weather Research & Forecasting Model by Pacific Northwest National Lab) and MM5I (MM5-PSU/NCAR Mesoscale Model by Iowa State University). Initial conditions for these three RCMs was provided by the same GCM driver, CCSM (Community Climate System Model) as well as a reanalysis dataset called NCEP (NCEP/DOE AMIP-II Reanalysis). In choosing three RCMs that were driven by the same GCM forcing data this study investigates the relative differences between the RCMS alone. MM5I In order to provide a more accurate depiction of the relationship between historic and future scenarios, a “delta change” method, similar to the approach taken by Mote and Salathe (2010) and Johnson and Sharma (2011) was implemented. The delta change factor was determined using the ratio between UW observed and RCM modeled historical conditions. This factor was then used to adjust the future scenario results. Figure 6 graphically depicts the relationship between historical and future model results for each of the RCMs. • As expected, the RCM models display noticeable differences even when the same forcing data/initial conditions are used to drive the models. • The WRFG and MM5I RCMs consistently display higher precipitation values compared to the CRCM model. • Bias correction of RCM outputs has a noticeable impact on resulting data. • As indicated by the shape parameter of the extreme values distributions, the occurrence of extreme precipitation events over the Willamette River Basin is likely to vary. The future variation depends heavily on the RCM. References • • • • • • Gao, Y., Vano, J.A., Zhu, C., Lettenmaier, D.P., Evaluating climate change over the Colorado River Basin using regional climate models, Submitted to Journal of Geophysical Research-Atmosphere Revised 3/25/11, retrieved from http://www.narccap.ucar.edu/contrib/papers.html Johnson, F., and A. Sharma (2011), Accounting for interannual variability: A comparison of options for water resources climate change impact assessments, Water Resour. Res., 47, W04508, doi:10.1029/2010WR009272 Maurer, E.P., Wood, A.W., Adam, J.C., Lettenmaier, D.P., and Nijssen, B., 2002, A Long-Term Hydrologically Based Dataset of Land Surface Fluxes and States for the Conterminous United States, Journal of Climate, 3237-3251. 15 November 2002 Mearns, L.O., et al., 2007, updated 2011, The North American Regional Climate Change Assessment Program dataset, National Center for Atmospheric Research Earth System Grid data portal, Boulder, CO. Data downloaded Jan-April 2011 Mearns, L. O., W. J. Gutowski, R. Jones, L.-Y. Leung, S. McGinnis, A. M. B. Nunes, and Y. Qian: A regional climate change assessment program for North America, EOS, Vol. 90, No. 36, 8 September 2009, pp. 311-312. Mote, P.W., Salathe, E.P., 2010, Future Climate in the Pacific Northwest, Climate Change, 102:29-50, DOI:10.1007/s10584-010-9848-z Acknowledgements: We wish to thank the North American Regional Climate Change Assessment Program (NARCCAP) for providing the data used in this paper. NARCCAP is funded by the National Science Foundation (NSF), the U.S. Department of Energy (DoE), the National Oceanic and Atmospheric Administration (NOAA), and the U.S. Environmental Protection Agency Office of Research and Development (EPA).