Regional climate modelling represents an appealing approach to projecting Great Lakes water supplies under a changing climate. In this study, we investigate the response of the Great Lakes Basin to increasing greenhouse gas and aerosols emissions using an ensemble of sixteen climate change simulations generated by three different Regional Climate Models (RCMs): CRCM4, HadRM3 and WRFG. Annual and monthly means of simulated hydro-meteorological variables that affect Great Lakes levels are first compared to observation-based estimates. The climate change signal is then assessed by computing differences between simulated future (2041–2070) and present (1971–1999) climates. Finally, an analysis of the annual minima and maxima of the Net Basin Supply (NBS), derived from the simulated NBS components, is conducted using Generalized Extreme Value distribution. Results reveal notable model differences in simulated water budget components throughout the year, especially for the lake evaporation component. These differences are reflected in the resulting NBS. Although uncertainties in observation-based estimates are quite large, our analysis indicates that all three RCMs tend to underestimate NBS in late summer and fall, which is related to biases in simulated runoff, lake evaporation, and over-lake precipitation. The climate change signal derived from the total ensemble mean indicates no change in future mean annual NBS. However, our analysis suggests an amplification of the NBS annual cycle and an intensification of the annual NBS minima in future climate. This emphasizes the need for an adaptive management of water to minimize potential negative implications associated with more severe and frequent NBS minima.
Over the last decades, there has been growing concern about the hydrological responses of the Great Lakes to global warming, stemming from potential changes in Great Lakes water level variability and the frequency of extremes under an evolving climate. Many of the historical studies addressing this issue are based on the so-called “change factor” method, which is typically applied to a suite of models known as the Advanced Hydrologic Prediction System (AHPS; e.g., Croley 1990; Hartmann 1990; Lofgren et al. 2002; Angel and Kunkel 2010; Hayhoe et al. 2010). The change factors in climate variables, typically derived from different Global Climate Model (GCM) projections, serve to perturb observed historical time series. Perturbed time series are then used as input to the AHPS, which compute future time sequences of the Great Lakes Net Basin Supply (NBS). The NBS is the primary driver of the Great Lakes levels. These can be derived by applying the latest version of Great Lakes Channel Routing and Regulation model (Hartmann 1988) using the NBS time sequences as input. The NBS is defined as the sum of the net atmospheric supply of water (that is the difference between precipitation that falls into the lakes and evaporation from lakes) and the supply from the land through the Great Lakes’ tributary streams (i.e., runoff). A comprehensive overview of the AHPS modeling system is provided in Gronewold et al. (2011). It is important to highlight that AHPS is primarily intended for seasonal forecasting, and not necessarily for longer-term climate-scale projections, in which energy and water budget conservation play an important role.
Climate change (CC) studies based on the above approach resulted in widespread belief that water supplies in the Great Lakes would inevitably decline. For example, early studies considering GCM projections under the 2xCO2 atmospheric scenarios report a 23 to 51 % reduction in NBS and a decrease in lake levels ranging from 0.5 to 2.5 m (Croley 1990; Hartmann 1990). Similarly, a study by Angel and Kunkel (2010), using more than 500 runs from 23 GCMs under the SRES B1, A1B, and A2 emissions scenarios (Nakicenovic and Swart 2000), also suggests decline in annual lake levels. The projected median changes in lake levels for Lake Michigan-Huron for 2080–2094 were −0.25, −0.28, and −0.41 m for the B1, A1B, and A2 scenarios, respectively. According to the projections of Hayhoe et al. (2010) under the SRES A1FI emissions scenarios, water level for Lake Michigan-Huron is expected to decline up to 0.60 m.
Although various GCM runs under different emissions scenarios were considered in the “change factor” based studies, projected changes in the runoff from the terrestrial part of the Great Lakes basin in all these studies come from a single hydrological model (AHPS Large Basin Runoff Model; Croley 1983), which uses air temperature as a proxy for potential evapotranspiration (PET). As discussed by Lofgren et al. (2011), traditional hydrological models using this approach project an exaggerated evapotranspiration increase for future climate, and consequently runoff reduction, because of the absence of surface energy budget constraints in these models. Another important issue is that the AHPS does not account for the two-way exchange of energy and water between the Great Lakes basin and the overlying atmosphere, and therefore fails to capture important feedback processes occurring at the land- and lake-atmosphere interfaces. Finally, the “change factor” method accounts only for changes in the mean (and eventually variance) and does not really grasp how the probability distribution function of climate variables will change in the future climate.
An alternative to the “change factor” method, not involving the AHPS or a temperature proxy for PET, is to use direct hydrological outputs of climate models that ensure energy and water conservation (Lofgren et al. 2013). Studies by Manabe et al. (2004) and Milly et al. (2005) based on GCM output suggest an increase in Great Lakes net outflow and consequently increasing water supply. Lofgren (2004) and MacKay and Seglenieks (2013), who promoted the use of Regional Climate Models (RCMs) in evaluating potential changes in the Great Lakes NBS, project less dramatic declines in water levels compared to “change factor” based studies. This study is a contribution to regional climate modeling effort over the Great Lakes region. It is expected that detailed regional characteristics represented in RCMs, including better depiction of the land surface spatial variability and processes, operating at a smaller scale will improve the reliability of the hydrological regime simulated over the Great Lakes. Our analysis includes a total of sixteen pairs of simulations generated with three different RCMs. These involve several numerical climate change experiments belonging to the North American Climate Change Regional Assessment Program (NARCCAP; Mearns et al. 2012), as well as an ensemble of simulations generated by the Canadian RCM Version 4 (CRCM4), over one of the operational domains known as AMNO (AMérique du Nord; see Music and Caya 2007), referred to as AMNO CRCM4 simulations. We first evaluate the RCM skill in simulating Great Lakes hydrological variables. Then the projected long-term changes in annual mean and seasonal cycles are addressed. Finally, an analysis of extremes values of the Great Lakes NBS is presented. The analysis is performed for each of the Great Lakes, but this work will focus on the results obtained for the Lake Michigan-Huron (MH) along with some discussion of the other lakes.
2 RCM configuration and treatment of the Great Lakes in the NARCCAP and AMNO CRCM4 numerical experiments
The following six RCMs developed by different research institutions have participated in the NARCCAP project: (i) CRCM4, (ii) RegCM3, (iii) WRFG, (iv) HadRM3, (v) MM5, and (vi) ECPC2. We used simulations from Phase 2 of the project, representing the historical (1971–2000) and future (2041–2070) periods, where each RCM was driven by two GCMs amongst the following four: (i) CGCM3, (ii) CCSM3, (iii) GFDL, and (iv) HadCM3. For model references, the reader is referred to Mearns et al. (2012). These NARCCAP CC simulations were generated with horizontal grid spacing of approximately 50 km over a domain covering most of North America (see Fig. 1 in Mearns et al. 2012). The SRES-A2 emissions scenario was applied for future climate runs. A total of six NARCCAP CC runs, generated with three different RCMs, archived all the variables needed for NBS analysis. These include the CRCM4 and WRFG, both driven by the CGCM3 and CCSM3, and the HadRM3 driven by the GFDL and HadCM3; these are hereafter abbreviated as NARCCAP CRCM4-CGCM3, CRCM4-CCSM, WRFG-CGCM3, WRFG-CCSM, HadRM3-GFDL and HadRM3-HadCM3.
The AMNO CRCM4 ensemble consists of ten pairs of present (1961–1999) and future (2041–2070) simulations generated with a 45-km grid. The AMNO domain covers North America entirely and part of the adjacent Pacific and Arctic Oceans. Lateral boundary conditions were taken from four different GCMs, including two versions of the Canadian GCM (CGCM2, Flato and Boer 2001; CGCM3, Scinocca et al. 2008), and two European GCMs: ECHAM5 (Jungclaus et al. 2006) and CNRM-CM3.3 (Salas-Melia et al. 2005). Note that five CGCM3 runs and three ECHAM5 runs, differing only in their initial conditions (often referred to as GCM members), are useful in illustrating the uncertainty associated with natural climate variability (Frigon et al. 2010; de Elía and Côté 2010). Greenhouse gas (GHG) concentrations over the future period follow the SRES-A2 scenario, with the exception of CNRM simulations, in which the SRES-A1B scenario is used. The latter is included in our ensemble because CC signal by the middle of this century is typically less sensitive to the choice of emissions scenario than to the driving GCM choice. Emissions scenario becomes increasingly important over longer time horizons.
Since water surface temperatures and lake ice concentrations are important drivers of the energy and water exchanges between the atmosphere and underlying lake surface, the simulated NBS will depend on the method used to calculate these variables in the RCM simulations. In the AMNO CRCM4 CC runs, a 1D interactive mixed-layer/thermodynamic-ice model (Goyette et al. 2000) is applied over the Great Lakes water grid points. The same lake model is also used in the NARCCAP CRCM4-CCSM simulations. In all other NARCCAP runs lake temperatures and lake ice over RCM water points are obtained from the nearest lake point of the driving GCM or, in the absence of lake, by spatially interpolating the GCM sea surface temperature from the adjacent oceans to the location of the lakes (for more details, see: http://www.narccap.ucar.edu/about/caveats.html).
3 Great Lakes hydroclimatic conditions: annual means and seasonal cycles analysis
3.1 RCM evaluation
3.1.1 Data and methods
Evaluation of RCMs skill in simulating the hydrological regime over the Great Lakes is carried out over a common period of the NARCCAP and AMNO CRCM4 present climate simulations (1971–1999) and is mainly based on the NOAA-GLERL monthly hydrometeorological database (Hunter et al. 2015), referred to as the GLM-HMD. The analysis involves validation of simulated annual means and mean seasonal cycles of the following variables: over-lake and over-land screen air temperatures, over-lake and over-land precipitation, lake evaporation and evapotranspiration from the adjacent land, runoff from the land part of the basin (expressed as a depth over the lake), and resulting NBS to a lake. The uncertainty estimates provided by Neff and Nicholas (2005) are used to represent the errors associated with observations.
Although GLM-HMD is compiled taking into account a huge amount of observations, some variables are still primarily based on calculations (Hunter et al. 2015). Thus, long-term monthly estimates of Great Lakes evaporation (1948–2010) are derived using Lake Evaporation Model (LEM; Croley 1989), whose input is a set of meteorological data based on near-shore over-land observations adjusted for over-water/over-ice conditions. Precipitation, air temperature and runoff estimates are based on NOAA National Climate Data Center (NCDC) and Environment Canada (EC) over-land gauges. A modified Thiessen Polygon approach is used to derive over-lake precipitation and air temperature, while Area Ratio Method (ARM) is applied for runoff estimation (for details, see Fry et al. 2013). The NBS is derived using the so-called component method: NBS = P LAKE -E LAKE + R, where P LAKE , E LAKE and R are observation-based over-lake precipitation, lake evaporation simulated by LEM, and runoff from the land expressed as depth over the lake, respectively. Runoff from the land is converted to depth over the lake by multiplying its value by the area of the watershed divided by the area of the lake. Note that we also used the component method to calculate NBS from the raw RCM hydrological outputs. There is another observation-based NBS dataset useful for model evaluation, where the NBS is estimated indirectly as a residual in the water budget equation of the lakes: NBS = ΔS + O-I ± D. Here, ΔS is the change in storage derived from the difference in observed lake levels at the beginning and the end of a month, O is the outflow, I is connecting channel inflow from the upstream lake, and D is the man-made total diversion. Provisional monthly values of the residual NBS were provided by both EC and the U.S. Army Corps of Engineers, which were subsequently agreed upon by Canada and U.S. and became values of the so-called coordinated residual NBS (Deacu et al. 2012). As GLM-HMD does not include evapotranspiration over the land part of the Great Lakes, we estimated the annual mean from the observation-based terrestrial water budget components (see Equation 7 in Music and Caya 2007). Note that only the long-term annual mean evapotranspiration can be derived using this method since annual variation in the terrestrial water storage averaged over a multiyear period can be neglected, which is not the case with water storage monthly variations (for more details, see Music and Caya 2007).
Observation-based estimates may involve an important uncertainty. Unfortunately, a limited number of quantitative studies addressing this question are available. Neff and Nicholas (2005) provided an approximate uncertainty assessment of all components involved in calculation of NBS for each of the Great Lakes. He found that residual NBS is not preferred in all situations despite the fact that the residual approach does not involve lake evaporation simulated by LEM. The main issue with the residual method is that connecting-channel flows and changes in storage can be very large compared to the NBS value, so that even a small uncertainty in flow and storage data can lead to a large uncertainty in the resulting residual NBS. The effect of connecting-channel flows on residual NBS uncertainty is amplified moving downstream through the system. For instance, for Lake Erie, the uncertainty in NBS for some months was found to be greater than the actual NBS estimate itself (Deacu et al. 2012).
Figures 1 and 2 summarize the RCM skill in simulating the mean hydroclimatic conditions over the Lake MH. In general, RCMs tend to simulate colder annual mean screen air temperature over the lake compared to the GLM-HMD, with biases up to −2.0 °C (Fig. 1a). Only the AMNO CRCM4-CGCM2 and the NARCCAP CRCM4-CCSM simulations show warm biases of 2.3 °C and 0.8 °C, respectively. Similar model behavior is observed over the land part of the MH hydrological system (not shown). Cold biases in the RCM annual means are, in general, due to the underestimation of temperature from January to July (Fig. 2a). However, RCMs tend to simulate warmer than observed temperatures during late summer and fall.
Figure 1b (left panel) shows evaporation from the Lake MH. The majority of simulations, on an annual scale, agree quite well with the GLM-HMD. Biases in the AMNO CRCM4 simulations are less than 10 %, however this is the result of the compensating effects of underestimation of evaporation in winter and overestimation in summer (Fig. 2b, left panel). Very cold winter and spring temperatures in most CRCM4 simulations produce extensive lake-ice formation, reducing evaporative fluxes, resulting in significant underestimation of evaporation during winter. The period from April to June is characterized by relatively small lake evaporation in all simulations, which is consistent with GLM-HMD. This is related to the enhanced atmospheric stability over the lake during late spring and early summer, which is often called the “stable” Great Lakes season. It is well known that the relatively cool lake surface during this period of the year supports greater atmospheric stability (Notaro et al. 2013). The “unstable” Great Lakes season begins when lake surfaces become warmer than the surrounding land. The effect on the regional climate is most marked at the peak of the stable and unstable seasons, when the temperature differences between the over-lake and over-land surfaces are largest (Eichenlaub 1979). The stable and unstable seasons for Lake Michigan-Huron are illustrated in Fig. 2a (right panel), where differences between the screen air lake and screen air land temperatures (Tlake-Tland) are represented from March to February; the green line shows the AMNO CRCM4 ensemble mean, while the pink dashed line represents the NARCCAP ensemble. All models capture both seasons, but the RCM simulated lake-land temperature differences are much larger than those based on the GLM-HMD. In all CRCM4 simulations based on the Goyette lake model, enhanced atmospheric instability over the lake during late summer and early fall is reflected in exaggerated evaporation compared to the GLM-HMD. The results of the HadRM3 and WRFG simulations are closer to GLM-HMD, with smaller annual amplitudes of the lake-land temperature contrast and smaller annual amplitudes of lake evaporation.
Land evapotranspiration simulated by the CRCM4 agrees very well with the observation-based annual mean (Fig. 1b, right panel), while it tends to be overestimated in the HadRM3 and WRFG simulations. It is interesting to note that the discrepancy between models in simulated evapotranspiration seasonal cycle (Fig. 2b, right panel) is much smaller than for lake evaporation (Fig. 2b, left panel), regardless of the differences in the RCMs land-surface parameterizations (Fig. 2a, right panel). Large differences in lake evaporation likely stem from different treatments of lake surface temperature among the models. Note also that the simulated seasonal cycles of evapotranspiration over the land and evaporation from the lake have opposite phases.
Regarding over-lake precipitation (Fig. 1c, left panel), biases in annual means exceed 10 % in only 3 of the 16 simulations. The largest bias of −26 % is found in the AMNO CRCM4-CNRM simulation. Similar skill is found with regards to the over-land annual mean. Simulated mean seasonal cycles for over-lake precipitation are generally within the bounds of the uncertainty associated with observation-based estimates, while they are not well captured for over-land precipitation (Fig. 2c, right panel). Note that the uncertainty estimate for over-lake precipitation provided by Neff and Nicholas (2005) is significantly larger (45 %) than for over-land precipitation, which is considered to be around 10 % in regions with high gauge network density. In general, RCMs tend to overestimate (underestimate) precipitation over the MH watershed during late spring (early fall).
Simulated annual mean runoff is greatly underestimated in the majority of simulations (Fig. 1d, left panel), with biases varying from −4 to −60 %. Six simulations show runoff underestimations smaller than 20 %, including three AMNO CRCM4-ECHAM5, one NARCCAP CRCM4-CGCM3 and two NARCCAP HadRM3 runs. The seasonal cycle of runoff is best captured by the NARCCAP HadRM3 runs (Fig. 2d, left panel). The CRCM4 simulations tend to have an amplified runoff seasonal cycle due to spring overestimation and summer underestimation, while WRFG shows negative runoff biases all year round. Although the nonlinear nature of simulated climate processes makes it very difficult to isolate sources of these important biases in simulated runoff, this analysis indicates that RCM runoff may be very sensitive to the driving GCM, e.g., annual mean runoff simulated in the AMNO CRCM4-CNRM run is more than two times smaller compared to the AMNO CRCM4-ECHAM5 runs. Recall that NARCCAP RCMs differ in structure and physical parameterizations, which results in notable differences in simulated seasonal cycles of the water budget components. Different representations of runoff generation, snow accumulation/melt and turbulent fluxes within the atmospheric boundary layer lead to different partitioning of simulated precipitation into runoff, evapotranspiration and terrestrial water storage (snow and/or soil moisture) change. Many approximations involved in representation of these very complex processes may lead to important biases in simulated hydrological variables.
Figures 1d and 2d (right panels) compare the Lake MH NBS derived from the raw RCM hydrological outputs with the observation-based residual NBS and GLM-HMD component NBS. Note that biases in annual NBS are generally related to biases in simulated runoff, while on seasonal time scale NBS values are very much determined by the biases in over-lake precipitation and evaporation, especially during autumn. The largest annual bias shows the AMNO CRCM4-CNRM simulation (−68 % with respect to the averaged NBS estimates) due to both large underestimation of runoff and relatively small over-lake precipitation. Large NBS dry biases of approximately −50 % are also observed in the WRFG simulations, which are mainly due to very small runoff values. We note that the annual mean of the residual NBS for Lake MH is somewhat smaller than the GLM-HMD component NBS due to its smaller values during summer and early fall.
As mentioned in Section 1 this work is focused on Lake Michigan-Huron, however hydrological conditions over the other Great Lakes were analyzed likewise revealing a similar skill. Thus, cold temperature biases and related underestimation of winter lake evaporation, followed by late summer and fall temperature overestimation are common to all AMNO CRCM4 simulations. The NARCCAP WRFG simulations show consistently large negative runoff biases over all lakes. As well, the AMNO CRCM4-CNRM simulation is consistently too dry (too little precipitation and runoff). Regarding the resulting NBS, all models tend to simulate relatively small values during late summer and early fall, except for the NARCCAP simulations over Lake Erie, where NBS is overestimated.
3.2 Climate change signal
CC signal is assessed by computing differences between simulated future (2041–2070) and present (1971–1999) climate conditions. Looking at the difference allows the model biases to be partially reduced and should provide better projections (Frigon et al. 2010; de Elía and Côté 2010).
Figures 3 and 4 summarize the projected changes in annual and monthly means for Lake MH. Note that projections from two NARCCAP simulations, HadRM3-GFDL and WRFG-CCSM, are not included in the analysis. Surface water temperatures of the Great Lakes in these two numerical experiments were derived using different methods for present and future climate runs, which invalidates the use of the difference method employed here.
As shown in Figure 3a, projected changes in mean annual temperature over the Lake MH range from 2 to 3.6 °C. The AMNO CRCM4 simulations (as well as the NARCCAP CRCM4-CCSM simulation, where the lake model was activated) tend to project slightly larger warming over the lake than over land. Projected warming is largest for the winter season (Fig. 4a), due to reduced lake ice and snow cover in the future climate (figure not shown). Warmer temperatures in future climate imply higher lake evaporation/land evapotranspiration. According to the ensemble median of both NARCCAP and AMNO CRCM4 simulations (pink and green lines on Fig. 3, respectively), annual evaporation from the lakes (Fig. 3b, left panel) increases more than evapotranspiration from the land (Fig. 3b, right panel). The AMNO CRCM4 simulations project the largest increases in lake evaporation in summer and early fall (Fig. 4b left panel), which is partly related to earlier ice cover disappearance in future climate, allowing for faster warming of water surfaces. It is worth mentioning the work of Spence et al. (2013) who found that decreased ice cover, by itself, does not necessarily lead to enhanced annual evaporation losses. Instead, a combination of low ice cover and warm spring air temperature leads to an early breakup, which can significantly lengthen the next evaporation season and cause greater cumulative water loss the subsequent year.
Warmer climate and higher evaporation lead to an increase in annual mean precipitation of approximately 0.2 mm/day. While the majority of simulations project positive changes in precipitation from October to May (over both lake and land), there is no agreement on the sign of projected changes from June to September (Fig. 4c), resulting in an ensemble mean change close to zero during this period of the year.
Regarding the runoff change, 12 of the 14 runs considered project annual increases. However, net atmospheric water supply (P-E) over the lake is projected to decrease in the future climate (evaporation increasing more than precipitation) on an annual time scale. According to the AMNO CRCM4 ensemble median, this decrease is almost equal to the projected runoff increase, resulting in no change in NBS (green lines on Fig. 3d). Due to relatively large runoff increases projected by the HadRM3 and WRFG simulations, the NARCCAP ensemble shows positive changes in annual NBS of approximately 0.2 mm/day. The total ensemble median (black line in Fig. 3d right panel) indicates no change in annual NBS. Regarding the NBS seasonal cycle change (right panel of Fig 4d), most simulations project a higher value from November to March and a smaller value from July to October, leading to a greater seasonal amplitude of NBS in future climate.
A decrease in future NBS in late summer and early fall is projected for all Great Lakes due to the decrease in both atmospheric (higher increase in lake evaporation than in over-lake precipitation) and land water supplies (land runoff). However, these water supplies tend to be higher during winter, resulting in higher NBS. Projected changes on an annual time scale fluctuate around zero, except for Lake Ontario for which most simulations (10 of 14) project NBS increases, with an ensemble mean of approximately 0.1 mm/day.
It is important to emphasize that the analysis presented in this section covers only a part of the uncertainties inherent in RCM simulations. These are related to the future GHG emissions, model imperfections (structural uncertainty) and natural climate variability. Improvement of both GCMs and RCMs is crucial in reducing the uncertainty of projected CC signal. However, uncertainty arising from natural variability, whose effects are illustrated in Fig. 3 through the spread between the five (three) AMNO CRCM4 simulations driven by different members of the CGCM3 (ECHAM5), is irreducible and would be present in a perfect climate model. In a recent study, Deser et al. (2012) demonstrated that natural climate variability accounts for at least half of the inter-model spread in projected climate trends for the 2050 horizon.
4 NBS extreme analysis under the present and future climate conditions
Investigating possible changes in NBS extreme values, a series of annual NBS minima and maxima was constructed for both present and future periods using monthly NBS time-series. Annual minima and maxima were extracted by looking at the windows spanning from May to April, and from January to December, respectively, in order to ensure an appropriate extreme detection. The resulting annual minima and maxima series were then fitted to the Generalized Extreme Value (GEV) distribution (Coles 2001). From the fitted GEV distribution, the probability of exceedance (p) of a given NBS extreme quantile (z p ) can be estimated (often called the return value or return level). z p is expected to be equaled or exceeded, on average, once every 1/p years (period T = 1/p is often called return period). For example, the 100-year return level, or 0.99 quantile of the probability distribution, has a 1 % chance of being exceeded in a given year. Note that GEV parameters are estimated using the Maximum Likelihood estimation (Coles 2001). We assume that the NBS time series over the present (1971–1999) and future (2041–2070) time windows is stationary. Therefore, the GEV parameters, and hence the probability of extreme events, are treated as a constant over each time-window. Results of the analysis are summarized in the so-called return level curves (return levels versus return periods), which are associated with 95 % confidence intervals (Coles 2001).
Figure 5 shows the return level curves and associated confidence intervals of the present and future climates (green and red lines, respectively) for the Lake Michigan-Huron NBS minima (Fig. 5a) and maxima (Fig. 5b). These are derived from fitted GEV distributions to the extreme NBS values coming from the AMNO CRCM4 simulations. Data used for fitting with the GEV distribution are represented with the open circles.
As can be seen from Fig. 5a, the red lines are located below the green lines for all ensemble members, suggesting that NBS minima can be expected to become more severe and more frequent in the future climate. The return plots derived from the NARCCAP ensemble (not shown) also suggest intensification of NBS minima in the future. By looking at the present and future return period of a specific return level, we can get an idea of how much more likely an extreme will become in the future. For example, a 10-year NBS minimum is likely to appear every 2 year by the middle of this century. This means that many of the present-day issues related to the low lake levels (e.g., commercial navigation) may worsen in future climate.
A decreasing trend is also found for the NBS maxima. Thus, six out of nine AMNO CRCM4 CC runs, as well as three out of four considered NARCCAP runs (not shown), project negative change in NBS maxima. However, Fig. 5b indicates that CC signal in NBS maxima is less clear because confidence intervals for the present and future climates tend to overlap. Note also that return levels corresponding to the longer return periods are associated with a larger uncertainty. Because time series used in this analysis covers relatively short time periods, return levels associated with long return periods should be interpreted with caution. Comparing Fig. 5a and b shows that NBS maxima are generally associated with much wider confidence intervals suggesting higher interannual variability in NBS maxima, which makes changes statistically less detectable.
5 Concluding remarks
Over the past several years there has been an increasing effort to include climate-change information in the Great Lakes water management strategy (IUGLS 2012). This requires a better understanding of the available hydroclimatic projections as well as the associated uncertainties and limitations. Studies based on “change factor” method applied to a suite of models generally lead to the conclusion that Great Lake water levels may significantly decline in future climate. However, RCM based studies suggest small decrease or even increase in the future levels (MacKay and Seglenieks 2013; Lofgren 2004). The present study complements existing efforts to quantify present and future Great Lakes NBS using RCMs.
The results of the analysis of an ensemble of six RCM simulations belonging to the NARCCAP project, supplemented by ten additional CRCM4 runs generated at Ouranos, have shown that significant efforts are needed to improve RCM’s skill over the Great Lakes. Implementation of appropriate 3D lake modules that simulate not only vertical but also horizontal water transports is required to better capture lake surface conditions driving lake evaporation. Continuous efforts are also needed to improve the reliability of RCM runoff generation. Finally, it is important to keep in mind that biases in lateral boundary conditions coming from GCMs may significantly affect RCM precipitation and other water related variables. Therefore, GCM induced uncertainties need to be considered in RCM projections.
RCM projections on the annual time-scale for the Michigan-Huron NBS include both reductions and increases in NBS, resulting in median changes close to zero. An amplified annual cycle in future climate compared to the present, mainly due to reduced NBS during late summer and early fall, is projected for all Great Lakes. Finally, the analysis of NBS extremes suggests that annual minima of monthly NBS may become more severe and more frequent in the future climate.
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The authors wish to thank Michel Slivitzky (requiescat in pace) for many thoughtful discussions that greatly contributed to this study. The helpful comments provided by Andrew Gronewold and René Laprise are deeply appreciated. A special thanks goes to Mourad Labassi for technical support and to Barbara Casati for enriching discussions on extreme values theory. We also acknowledge the editor and the three anonymous reviewers for their constructive comments and suggestions. Authors are grateful to NOAA-GLERL and NARCCAP for providing the data used in this paper. The CRCM4 data has been generated by the Ouranos Climate Simulation and Analysis Group.
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Music, B., Frigon, A., Lofgren, B. et al. Present and future Laurentian Great Lakes hydroclimatic conditions as simulated by regional climate models with an emphasis on Lake Michigan-Huron. Climatic Change 130, 603–618 (2015). https://doi.org/10.1007/s10584-015-1348-8
- Future Climate
- Great Lake
- Global Climate Model
- Generalize Extreme Value
- Return Level