As climate change is projected to alter both temperature and precipitation,
snow-controlled mid-latitude catchments are expected to experience
substantial shifts in their seasonal regime, which will have direct
implications for water management. In order to provide authoritative
projections of climate change impacts, the uncertainty inherent to all
components of the modelling chain needs to be accounted for. This study
assesses the uncertainty in potential impacts of climate change on the
hydro-climate of a headwater sub-catchment of New Zealand's largest catchment
(the Clutha River) using a fully distributed hydrological model (WaSiM) and
unique ensemble encompassing different uncertainty sources: general
circulation model (GCM), emission scenario, bias correction and snow model.
The inclusion of snow models is particularly important, given that (1) they
are a rarely considered aspect of uncertainty in hydrological modelling
studies, and (2) snow has a considerable influence on seasonal patterns of
river flow in alpine catchments such as the Clutha. Projected changes in
river flow for the 2050s and 2090s encompass substantial increases in
streamflow from May to October, and a decline between December and March. The
dominant drivers are changes in the seasonal distribution of precipitation
(for the 2090s
Over recent decades climate change has had a considerable impact on the Earth's freshwater resources (Jiménez Cisneros et al., 2014), causing, amongst others, changes in the amount of runoff (Piao et al., 2010), the timing of peak discharge (Hidalgo et al., 2009), a reduction in glacier volume (Rosenzweig et al., 2007) and an increase in flood risk (Pall et al., 2011). Future impacts under mid- and late 21st century climate change are projected to intensify, affecting both the main processes and stores of the water cycle. The impacts include an increase of potential evapotranspiration (PET) over most land areas, a further shrinkage of glaciers and changes in the runoff regime of snowmelt-affected basins (Jiménez Cisneros et al., 2014). Thus, 21st century climate change is expected to have substantial implications for water users and operators alike, which makes robust projections of potential changes in the seasonality and magnitude of streamflow essential.
While general circulation model (GCM) land surface schemes can be used for climate change impact assessments (e.g. Haddeland et al., 2011; Gudmundsson et al., 2012), their coarse resolution makes them inadequate for modelling studies at the small scale and mesoscale. Thus, climate change impact studies typically use a cascade of models and processing steps to move between the scales of the lower resolution climate models and a separate higher resolution hydrological model (Maraun et al., 2010; Muerth et al., 2013).
As discussed by Muerth et al. (2013), the hydro-climatic model chain typically consists of the following components: emission scenario, GCM, regional climate model (RCM) or statistical downscaling, bias correction, and hydrological model. All of these components constitute a potential uncertainty source, and as such all need to be examined to provide a truly comprehensive understanding of the uncertainty associated with hydrological impact assessments (Teutschbein and Seibert, 2010). The uncertainty associated with the individual components of the model chain has been investigated by an increasing number of studies. Typically, GCM structure is identified as the dominant source of uncertainty (e.g. Graham et al., 2007; Prudhomme and Davies, 2009; Hagemann et al., 2011; Dobler et al., 2012). There is little agreement on the second most important source of uncertainty between the downscaling method (Wilby and Harris, 2006; Prudhomme and Davies, 2009; Dobler et al., 2012), the bias correction (Vormoor et al., 2015) or the emission scenario (Bennett et al., 2012). A common finding is that hydrological model uncertainty is less important than other uncertainty sources (i.e. GCM), but cannot be ignored (Prudhomme and Davies, 2009; Teng et al., 2012; Thompson et al., 2013; Velázquez et al., 2013). However, for certain hydrological indicators (e.g. high-flow events) hydrological models can be associated with a comparable uncertainty range to the driving climate projections (e.g. Ludwig et al., 2009; Muerth et al., 2012).
As an alternative to an ensemble of different hydrological models varying in their representation of spatial variation (i.e. lumped, semi-distributed, fully distributed) and process descriptions (i.e. stochastic, conceptual or physically oriented), some studies have explored uncertainty associated with particular routines within a single model. Examples include the sensitivity of climate change impacts on the PET method used (e.g. Kay and Davies, 2008; Thompson et al., 2014). However, in snowmelt-affected mid-latitude catchments PET-related uncertainty is often relatively small (e.g. Koedyk and Kingston, 2016), with uncertainty linked to snow-related processes being more important. For example, Troin et al. (2016) investigated the uncertainty introduced by the snowmelt routine in a hydrological model for three Canadian catchments. For a number of snow indicators (e.g. snow water equivalent, SWE), most of the uncertainty was found to be caused by natural climate variability. For temporal indices (e.g. duration of snowpack), however, the different snow models showed a greater variability. Troin et al. (2016) did not look at the implications of snow model uncertainty for river flow, but the greater uncertainty associated with temporal indices could be indicative of significant implications on the timing of snowmelt and therefore the annual streamflow regime. Thus, the choice of the snow model as a potential uncertainty source and its implications on streamflow needs to be explored further, particularly in alpine catchments.
The aim of this present study is to investigate the contribution of the snow model and three more commonly studied uncertainty sources (i.e. GCM, emission scenario and bias-correction method) to the climate change signal in hydrological projections. New Zealand's largest catchment, the Clutha, was selected for this purpose as its highly complex hydro-climate, including snow-affected headwaters, makes it a particularly interesting case study. To this end, the fully distributed hydrological model WaSiM (Schulla, 2012) was implemented for an alpine sub-catchment of the Clutha, with a total of 32 separate hydrological simulations produced. These comprised two emissions scenarios, four GCMs, two bias-correction methods and two snow models. Although previous New Zealand studies (including for the Clutha) have examined multiple GCM scenarios (e.g. Poyck et al., 2011; Gawith et al., 2012; Caruso et al., 2017), none have used an ensemble covering the present range of uncertainty sources. Furthermore, in using WaSiM this will be the first application of a fully distributed and grid-based hydrological model for this purpose in a medium- to large-scale New Zealand catchment. Consequently, this study will generate the most complete assessment of climate change impacts on streamflow and associated uncertainty for an alpine New Zealand catchment. Importantly, the study will also speak more widely to the issue of snowmelt uncertainty under climate change in alpine catchments.
The Clutha–Mata-Au is the largest catchment (20 586 km
Maps showing
As described in Jobst (2017) WaSiM was implemented for the entire Clutha
catchment as a tool for climate change impact modelling. Most of the upper
and lower Clutha catchment are under extensive water management (particularly
for hydro-electric dams and water abstractions), except for the north-western
part (gauge Chards Rd in Fig. 1b), which is characterised by natural flow
conditions. As the focus of this climate change impact study is on potential
changes in natural streamflow and seasonal snow, the results focus mostly on
the Kawarau River sub-catchment (see Jobst, 2017 for model simulations at the
other key sites of the Clutha). The catchment area of the Kawarau River (at
Chards Rd) is 4541 km
Most of the Kawarau sub-catchment is covered by indigenous tussock grassland
followed by low-producing exotic grassland and forest (Fig. 1c). The
elevation of the sub-catchment ranges between 300 and 2800 m. The
ice-covered area inside the Kawarau catchment is small and, based on
2001–2002 satellite imagery, amounts to 1.8 % or 84 km
The calibration workflow that was used to calibrate WaSiM. For each
calibration step (either manual or automatic) information is provided as
follows: “calibrated parameters
The fully distributed and physically oriented hydrological model WaSiM-Richards (version 9.06.10) was implemented at a spatial resolution of 1 km and at a daily time step. The main components of this implementation of WaSiM are described briefly here – for a more detailed description see Schulla (2012). The modelling of PET is solved by the Penman–Monteith approach, while actual evapotranspiration (ET) is a function of the simulated soil water content. Soil and groundwater processes are described by finite differencing of the 1-D Richards equation combined with a 2-D groundwater model. In addition, WaSiM's dynamic glacier model was used to describe the glacial processes for the ice-covered cells located in the upper catchment. The glacier model uses three degree-day factors to calculate melt from the three storage components snow, firn and ice. After each year the remaining snow of a cell forms a new firn layer and once the firn stack reaches seven layers (as recommended by Schulla, 2012) the lowest firn layer turns into ice.
WaSiM was parameterised using both remotely sensed data (i.e. MODIS-15A2-1km for leaf area index) and values obtained from the literature. Two versions of this WaSiM implementation were set up, one with a simple temperature index (Tindex) snowmelt routine (Schulla, 2012) and the other with the conceptual energy balance model of Anderson (1973). The Tindex model calculates the melting rate via a degree-day factor multiplied by the difference between actual temperature and the melting point temperature. The Anderson model is more complex as it computes four separate melt fractions, accounts for radiation by using a seasonal melt factor and also models the refreezing of liquid water stored in the snowpack when the actual temperature is below melting point.
Station-based meteorological observations of mean daily air temperature
(
After a 2-year model spin-up the individual sub-models of WaSiM (unsaturated
zone, groundwater, snow and glacier model) were calibrated iteratively using
a combination of auto-calibration and manual parameter optimisation (Fig. 2;
see Jobst, 2017 for a more detailed description of the calibration process).
Particle swarm optimisation (PSO) (Kennedy and Eberhart, 1995) was used for
auto-calibration due to its effective performance during the first iterations
and fast operation (Jiang et al., 2010), allowing for an adequate compromise
between processing time and efficiency. First the parameters controlling
subsurface flow were calibrated using the Nash–Sutcliffe model coefficient
of efficiency (NSE). Therefore, the NSE was based on daily logarithmic
streamflow values (NSE
In the following step the two snow models were calibrated for three separate
headwater sub-catchments (gauges: The Hillocks, Peat's Hut and West Wanaka as
shown in Fig. 1b) against monthly streamflow (NSE
Parameters of the two snowmelt routines as determined by the
calibration routine.
As opposed to the other sub-models the glacier model was calibrated manually
for the entire Clutha catchment using the annual volume estimates
(1994–2010) of Willsman (2011) as calibration (1994–2001) and validation
(2002–2010) source. The degree day factor (DDF) of ice
(7.17 mm
With regards to the validation of streamflow, daily NSE values indicated a reasonable performance for the three tributaries (Dart, Shotover and Matukituki rivers), while monthly NSE values indicated a good performance at these sites (Table 2). For the Matukituki River the validation of both WaSiM versions revealed a substantially better simulation of monthly streamflow (NSE of 0.83 and 0.82, respectively) when compared to the TopNet-based modelling study of Gawith et al. (2012) (NSE of 0.68). For Chards Rd the validation of WaSiM-Anderson and WaSiM-Tindex revealed a strong performance at the daily and monthly timescale, with NSE values between 0.85 and 0.90 across all model versions, timescales and time periods (Table 2). The monthly hydrographs of WaSiM-Anderson and WaSiM-Tindex (Fig. 3c) further indicate a realistic representation of observed daily runoff at Chards Rd. Obvious inaccuracies of both WaSiM versions are an underestimation of larger flow events during the melt period (e.g. December–January 1995, 1996 and 2000) and an overestimation during autumn (e.g. April–May 1994 and 1996). The likeliest explanation is that not enough snow is being accumulated from autumn to early winter and consequently the main melt peaks are under-simulated. This is largely supported by the monthly SWE simulations (Fig. 3b) and can be exemplified for the snow accumulation period of 1992 when WaSiM-Anderson results in a greater accumulation of SWE compared to WaSiM-Tindex. In the following melt period (November 1992 to February 1993) the observed peak is then approximated better by WaSiM-Anderson due to the larger SWE storage. Overall, inaccuracies are generally larger with WaSiM-Tindex as can be seen in December 1994 (Fig. 3c). Compared to WaSiM-Anderson the snowpack melts slower, which causes a greater underestimation of runoff during the main melt period. Overall the good performance of WaSiM is substantiated by the monthly NSE values which correspond to 0.89 and 0.88 for WaSiM-Anderson and WaSiM-Tindex, respectively.
Nash–Sutcliffe values based on daily (NSE), logarithmic
(NSE
The model cascade is depicted with the individual members of each component listed on the right. Permuting the members of all components results in a total of 32 hydrological projections.
The modelled glacier storage decreased from 540 to 265 mm during the reference period. For comparison Willsman (2011) found a decrease of 29 % for the entire Clutha catchment between 1994 and 2010, which is less than the decrease modelled here for the Kawarau (42 %). As there are no other studies that have quantified the glacier volume of the Kawarau the results of this study could not be assessed any further.
Due to the high annual precipitation totals the grid cells in the upper
catchment could potentially be prone to large build-ups of snow that persist
throughout the melting period and into the next hydrological year. As
discussed by Freudiger et al. (2017) such snow towers can cause substantial
errors in the modelled water balance and should therefore be made
transparent. As indicated in Fig. 3b the snowpack of some cells persists
across all of the melt seasons, with SWE values at the end of the melt season
ranging between 7 and 46 mm (21 and 77 mm) for WaSiM-Anderson
(WaSiM-Tindex). To further investigate the significance of this potential
issue, all cells where the SWE value at the end of the hydrological year
exceeded the annual snowfall (excluding glacier cells), were marked. The
combined relative area of these cells is shown in Fig. 3a and does not exceed
1 % for WaSiM-Anderson, while for WaSiM-Tindex the affected area does not
exceed 2 % except for the years 1997 and 1998. The mean exceedance
(SWE
Most existing impact studies in the New Zealand domain (Poyck et al., 2011; Srinivasan et al., 2011; Zammit and Woods, 2011; Zemansky et al., 2012) have been based on statistically downscaled GCM simulations provided by the National Institute of Water and Atmospheric Research (NIWA) (Ministry for the Environment, 2008). More recently a small ensemble of four GCMs (CM2.1-GFDL, ECHAM5, HadCM3 and MK3.5-CSIRO) based on the A1B and A2 SRES emissions scenarios has been dynamically downscaled for the New Zealand domain using the HadRM3P RCM (Ackerley et al., 2012), and it is this ensemble of eight dynamically downscaled GCM simulations that forms the data set for the current study.
A model chain was constructed (Fig. 4) to process the raw RCM runs (from 1990 to 2099) and generate high-resolution climate change projections at the hydrological model scale. Two different bias-correction methods, linear transformation (LT; as described in Lenderink et al., 2007) and quantile mapping (QM; as described in Mpelasoka and Chiew, 2009), were used to correct the RCM data. Both methods have been successfully used by a number of studies (e.g. Boé et al., 2007; Chen et al., 2013; Gutjahr and Heinemann, 2013) and were selected here to allow for a direct comparison between a simple correction method based on additive or multiplicative correction terms (LT) and the more complex distribution-based QM approach.
To bridge the gap between the RCM grid (
For the historic analysis, the ensemble was divided into four sub-ensembles
composed of the two bias-correction methods and the two snow models (i.e.
QM-Anderson, QM-Tindex, LT-Anderson and LT-Tindex). The regimes (i.e.
monthly runoff values averaged across all years) of the eight RCM-driven
simulations of each sub-ensemble were compared to the observed runoff regime
(OBS) and the modelled runoff regime forced by the observed meteorology
(MOD-METEO
The skill in reproducing the observed historic regime varies substantially depending on both the bias-correction method and the snowmelt routine (Fig. 5). Overall QM-Anderson gave the most realistic approximation of the observed regime, although still with some overestimation in May (late autumn) followed by an underestimation during July and August (winter). QM-Tindex and LT-Anderson also underestimate the main peak; however, the general fit of their RCM members is still relatively close to the observed regime. The largest discrepancies occurred with LT-Tindex, with a substantially flatter regime, mainly due to too much flow being generated between May and September, leading to an underestimation of the main peak (November to January). Overall the LT method shows a lower skill in reproducing the observed regime, which is especially pronounced in combination with Tindex. This behaviour points to a high sensitivity of the modelled regime towards the bias-correction method and generally speaking the meteorological forcing.
RCM-driven mean daily runoff simulations for the
1 April 1992–30 March 2011 period at Chards Rd. Simulations are compared
with the observed regime (grey line) and the modelled (WaSiM forced with
observed meteorology) regime (blue line) for the four sub-ensembles:
The RCM-driven runs agree more closely with MOD-METEO
Regarding the water balance (Table 3), the observed annual precipitation of
the Kawarau sub-catchment (2007 mm) was underestimated by both the QM (1926 mm)
and the LT sub-ensemble (1931 mm) during the reference period. A small
part of that difference is caused by the shorter 360-day calendar of the RCM
runs. Compared to MOD-METEO
The historic (1 April 1992–30 March 2011) water balance terms of
the MOD-METEO
In terms of the seasonal SWE volume, the QM-Anderson runs agree more closely
with MOD-METEO
The climate change signals of
The uncertainty range of the precipitation signal (domain average) is shown for the entire ensemble and the four seasons. For each box the uncertainty range is broken down into the two emission scenarios and the two bias-correction methods. The red line represents the median of all 16 members.
For all seasons the uncertainty in the
For both future periods the historic melt-driven December peak in the annual regime is projected to move earlier in the year (Fig. 8). In the 2050s, the highest monthly mean flow is projected to occur between October and November, with a further shift for the 2090s (to September and October). The most striking transformation for the 2090s is the dramatic enhancement of monthly flows during winter and spring, with uninterrupted increases from May to October.
The uncertainty range of the
Mean daily modelled runoff (orange envelope
In order to specifically compare the contribution of the snow model with the remaining sources of uncertainty, the seasonal signals in runoff are shown separately for WaSiM-Anderson and WaSiM-Tindex (Fig. 9). It can be seen that the influence of the snowmelt routine on seasonal flows is comparatively small for both periods and during all seasons. The most noticeable difference is an enhancement of the decrease during summer and a more pronounced increase during winter when using the Anderson model. Compared to the snow model the effect of the bias correction on the overall spread is more important. Positive signals were found to be enhanced by the QM method and vice versa for negative signals. Further, the influence of bias correction becomes visibly more important in the 2090s (except for autumn).
The uncertainty range of the seasonal runoff signal at
Chards Rd is shown for
While both the bias correction and the snow model contribute to the overall spread, the GCM and the choice of the emission scenario appear to be the dominant sources of uncertainty. In most seasons the GCM range differs substantially depending on the underlying emission scenario. In the 2050s period this becomes especially apparent for the autumn season (Fig. 9a), during which the A2 runs show a much greater spread than the A1B runs. Regarding the 2090s period (Fig. 9b), differences between the A2 and the A1B runs become more pronounced and the most extreme signals are all represented by an A2 member.
Regarding the climate change signal derived from the overall ensemble mean,
the largest changes were projected for winter and summer. For the 2090s
(2050s) summer runoff is projected to decrease by
During the historic period simulations of the monthly SWE storage varied considerably for the four sub-ensembles (as expected from the seasonal values in Table 3), with the lowest and highest volumes modelled by LT-Tindex and QM-Anderson, respectively. Despite these differences in the historic simulations, the relative changes are similar between the four sub-ensembles and thus the results are only shown for the QM-Anderson sub-ensemble (Fig. 10). A general observation is that the larger spread in the precipitation signal of the QM runs (Fig. 6) has clearly propagated into the uncertainty range of the monthly SWE volume, while the LT envelopes are visibly narrower during both time periods (particularly for the 2090s).
For the 2050s period (Fig. 10a), the A1B envelope predominantly lies within the upper and lower bounds of the A2 envelope, with the latter showing a substantially greater spread. The proportion of the two envelopes becomes reversed in the 2090s period, when the A1B envelope surpasses the A2 envelope in all months (Fig. 10b).
The monthly SWE storage simulated by the QM-Anderson
sub-ensemble is depicted for
Although the 2090s envelopes of the four sub-ensembles have a relatively large overlapping area during winter and spring, all of the A2 members have a lower SWE volume than their A1B counterparts. It is, however, noticeable that the A1B member MK3.5-CSIRO has a lower SWE volume than the ECHAM5 A2 member, which is associated with a greater warming signal during winter and spring (Fig. 7). A closer inspection of the corresponding climate signals revealed that the MK3.5-CSIRO-A1B signal can be primarily attributed to less precipitation (second smallest increase in winter precipitation of the ensemble), which combined with a relatively strong warming signal (strongest of all A1B members) would have resulted in less snowfall and therefore less snow accumulating. This indicates that despite the warming signal being a key driver of SWE changes in the future, the precipitation signal also plays an important role, which in this case led to an enhancement of the negative SWE signal.
As shown (Fig. 11) by the transient simulations of mean SWE from July to December (months with historically the highest SWE) there is no clear distinction between the A1B and A2 simulations until the last quarter of the 21st century when the median of the A2 runs stays consistently under the A1B runs. While the median SWE based on all 16 QM runs decreases substantially (60 %) during the 110-year period, years with large accumulations of SWE still occur in the second half of the 21st century for individual members and years. The negative trend was found to be more pronounced for the glaciers in the catchment, which are projected to lose 93 % of their volume (91 % based on A1B and 94 % based on A2) by 2099.
The mean SWE of the 6 months with the historically highest SWE (July to December) is shown for the 16 transient QM simulations (including QM-Anderson and QM-Tindex).
Uncertainty contributions are isolated for each of the four model
components: GCM, emission scenario, bias-correction method and snow model
(the approach is described in more detail in Section 3.4). The number of
points in a bar corresponds to the number of members of the selected model
component (e.g. four GCMs), while the number of bars is equal to the possible
permutations based on the remaining three model components
(2
Relative contribution of the four uncertainty sources to the overall
uncertainty of the seasonal runoff signal for
In order to quantify the uncertainty induced by the individual components of
the model chain compared to the overall uncertainty in runoff projections,
the approach of Muerth et al. (2012) was adopted. First, the approach is
exemplified for the uncertainty quantification of the winter runoff signal
(Fig. 12). An uncertainty component (e.g. GCM) is selected and all possible
permutations between the selected and the remaining three model components
are computed, resulting in 32 combinations (4
The uncertainty analysis (Fig. 13a–d) identified the GCM as the primary
source of uncertainty across all seasons (44–57 % change in runoff). The
selection of the emission scenario was the second largest contributor
(16–49 %), except for winter when the choice of bias correction was
greater (22 % vs. 16 %). The uncertainty induced by the emission
scenario showed a pronounced seasonal variation and was found to be largest
during summer (33 %) and autumn (49 %). A likely explanation for the
latter is the significantly different
As described in Muerth et al. (2012) the standard deviation associated with the relative uncertainty contribution of an individual component indicates its degree of dependence on the other model components. Here the standard deviation was clearly largest for the emission scenario and the GCM. The standard deviations of both components also varied seasonally and were found to be largest during spring and autumn (Fig. 13b, d). Thus, it can be stated that during spring and autumn the uncertainty induced by the GCM (same holds for emission scenario) is associated with a relatively large dependence on the other variables.
Before the climate change uncertainty assessment was carried out, the hydrological simulations were analysed during the reference period. Performance in reproducing the observed regime varied depending on both the selection of the snow model and the bias-correction method. The bias-correction method was expected to only have a minor effect on the simulated monthly runoff during the reference period, which made the observed sensitivity somewhat unexpected. A potential explanation could be related to the predominant air temperature during mature precipitation events along the main divide. At Brewster Glacier (located along the main divide just west of the Clutha catchment), Cullen and Conway (2015) found air temperature to be frequently around the rain–snow threshold during events with major solid precipitation, which led to the conclusion that the accumulation of snow in areas along the main divide is vulnerable to small variations in air temperature. The relatively large variability during the reference period was therefore seen as a first indicator for a potentially high sensitivity of the modelled snow storage and runoff to projected warming. The historic analysis also showed that the observed regime was captured more realistically by WaSiM-Anderson as opposed to WaSiM-Tindex. Studies targeting the controlling processes of snowmelt in the Southern Alps (Prowse and Owens, 1982; Sims and Orwin, 2011) identified net radiation as an important driver of snowmelt (in addition to sensible heat). Thus, the better performance of the conceptual energy balance method (WaSiM-Anderson) compared to the Tindex model can likely be explained by the advances of accounting for individual melt fractions and using a seasonal radiation melt factor (see Anderson, 1973 or Schulla, 2012).
Overall the baseline analysis showed that the individual sub-ensembles
performed differently and that the observed regime was not always enveloped
by the corresponding range of simulations. This introduces some additional
uncertainty into the projections that could not be quantified or accounted
for in this study. A potential explanation is that neither snow model was
able to accurately represent all of the spatio-temporal variation in the
snowmelt process across the catchment, and that some driving processes (i.e.
radiation-induced events) are also not represented adequately in either snow
model. Either improved empirical relationships or a greater physical
component to snowmelt modelling would be beneficial in this respect for
future research. Accounting for snow redistribution by avalanches or wind as
described in Freudiger et al. (2017) should also be investigated as this
would potentially reduce some of the relatively large accumulations of snow
that were found to persist over multiple years on some cells in the upper
catchment during the reference period. Inaccuracies in the meteorological
fields (METEO
For the two future periods (2050s and 2090s) the projections revealed
substantial increases in runoff from May to October, and a decline between
November and March. The dominant drivers behind this regime shift were
changes in the seasonal distribution of precipitation (for the 2090s winter
Using a semi-distributed hydrological model (TopNet) and ensemble of 12
CMIP-3 GCMs (including the 4 used herein), Poyck et al. (2011) and Gawith
et al. (2012) found a similar ensemble-mean increase in winter streamflow in
the 2090s (for Balclutha and the upper Clutha River), despite
only relatively small decreases in summer river flow. In the upper Waitaki
catchment (9490 km
Globally, similar changes in streamflow have been reported for many alpine catchments, for example in British Columbia (Mandal and Simonovic, 2017), Oregon (Chang and Jung, 2010) and the Austrian Alps (Laghari et al., 2012). In addition to increased winter precipitation, a reduction in solid precipitation is often reported to lead to an earlier melt peak and further enhanced winter flow (Kundzewicz, 2008). Here, a decrease in the proportion of solid precipitation combined with an intensification of snowmelt was also found to contribute to more flow being generated during winter and spring, but the main driver remained the increase in winter precipitation.
Analysis of the uncertainty in the hydrological projections for the upper
Clutha (Figs. 12 and 13) showed that although the total spread of
hydrological projections was large (i.e. increase of 40–116 % for
winter), for most seasons (except autumn) the direction of change was found
to be consistent amongst individual members (increases in winter and spring,
decreases in summer). The main contributors to the spread in the projections
for seasonal flow were as follows (in ascending order): snow model
(3–10 %), bias-correction method (4–22 %), emission scenario
(16–49 %) and GCM (44–57 %). As in this study, a large body of
existing hydrological impact studies also identified GCM structure as the
dominant source of uncertainty (e.g. Kingston and Taylor, 2010; Hughes et
al., 2011; Teng et al., 2012; Thompson et al., 2014). It should be noted that
the four GCMs constitute a subset of a total of 12 GCMs which had been
previously selected by NIWA on the basis of a performance assessment for the
South Pacific region (Ministry for the Environment, 2008). In terms of
A large part of the GCM-related uncertainty was found to be caused by the precipitation signal, which became especially uncertain during the winter season. This finding is in agreement with a number of studies targeting alpine catchments such as the Hindu Kush–Himalayan region (Palazzi et al., 2014; Lutz et al., 2016), the Pacific Northwest of the US (Jung et al., 2012), western Oregon (Chang and Jung, 2010) and the Southern Alps of New Zealand (Zammit and Woods, 2011). Hence, constraining and accounting for the uncertainty associated with the precipitation output of GCMs and RCMs remains a major research challenge in hydrological impact studies.
Emission uncertainty was identified as the second most important source during most seasons, while in winter bias correction was found to introduce a similar level of uncertainty. These findings generally agree with the study of Prudhomme and Davies (2009), in which emission scenario and downscaling (RCM vs. statistical method) uncertainty were of a comparable magnitude, but still considerably smaller when compared to GCM uncertainty. For alpine catchments in British Columbia the ranking order of uncertainty sources computed by Bennett et al. (2012) was also led by the GCM, followed by the emission scenario and, in third, hydrological parameter uncertainty.
As described in Kay and Davies (2008) and Thompson et al. (2014), different
versions of the same hydrological model can be developed that differ in one
particular routine (i.e. PET), allowing for a process specific uncertainty
analysis. In the upper Clutha catchment, the high precipitation intensity in
the headwaters combined with the relatively high proportion of snowmelt
(
As expected, the contribution of the snow model was highest for winter (10 %). However, interestingly, the contribution of the snow model was still relatively high during summer (8 %), a time of year when the influence of melt processes on streamflow were expected to be minor. This can likely be explained by the larger SWE volume that was modelled by Tindex (compared to Anderson) during the summer reference period (Table 3). Thus, the Tindex SWE storage had the potential to release more meltwater (compared to baseline) under the projected warming, which translated into an attenuation of the decrease in summer runoff. This is supported by the fact that the negative changes in summer runoff are consistently less pronounced for the Tindex model (not shown here). For autumn and spring, the snow model only added a small proportion (5 and 3 %, respectively) to the overall uncertainty. Considering that spring is (historically) the main melt period, projections were expected to vary more depending on the choice of the snow model. Hence, for the spring season the results suggest that under the projected warming the effect of the snow model can be considered negligible, especially when compared to the GCM and the emission scenario. At 10 % of overall uncertainty in winter, the effect of the snow model is noticeable but substantially smaller than the variation caused by the GCM output (48 %) (uncertainty of bias correction and emission scenario corresponds to 22 and 16 %, respectively).
The study of Troin et al. (2016), which focused on the direct output of the snow model (i.e. SWE or duration of snowpack), came to comparable conclusions in the sense that hydrological models are not the major source of uncertainty for SWE projections. In their study, natural variability had a far greater effect on the projections for the individual snow indicators as the snow model component, which was shown here in a similar way for GCM structure.
The implementation of WaSiM for the Clutha River constitutes the first
application of a fully distributed and grid-based hydrological model for
climate change impact assessment in a large-scale New Zealand catchment. The
model chain that was built here to force WaSiM with RCM simulations can be
regarded as an important contribution to the existing body of climate change
impact studies targeting snowmelt-affected mid-latitude alpine catchments.
The projections for the end of the 21st century encompass substantial
increases in runoff for winter (71 %) and spring (35 %), while summer
runoff is projected to decrease (
Adopting the approach of Muerth et al. (2012), this study allowed the contribution of the individual uncertainty sources to be quantified in a more objective way as opposed to a mere visual interpretation of results. For the first time the role of the rarely investigated snowmelt routine was explored together with three of the key uncertainty sources in hydrological impact studies (i.e. GCM, emission scenario and bias-correction method). While all components contributed to the total ensemble uncertainty, the selection of the GCM introduced the biggest spread to the range of runoff projections during all seasons. When looking at the climate signals (Figs. 6 and 7) it becomes obvious that the uncertainty stemming from the precipitation signal (especially during winter) is the primary driver behind the large uncertainty in the hydrological projections and should therefore be the focus of future studies. In this context combining the limited number of RCM simulations with sophisticated statistical techniques (e.g. the use of probability density functions as described in Tait et al., 2016) could help to more fully explore the uncertainty range associated with the precipitation signal. Further, since the completion of this study additional RCM simulations based on RCP (Representative Concentration Pathways) scenarios and CMIP-5 GCMs have been generated for the New Zealand domain (Ministry for the Environment, 2016), which could be used to enlarge the existing ensemble of hydro-climatic projections for the Clutha.
The uncertainty linked to the snow model, which showed a pronounced seasonal variation (ranging from 3 % in spring to 10 % in winter), was found to be smaller when compared to the other components, but the findings of this study suggest that it should not be ignored as its effect was shown to be significant for both winter and summer runoff. Another important finding from this study is that the contribution of the snow model and the other model components to the overall uncertainty possesses a high inter-annual variability. While there was consistency regarding the main uncertainty source (i.e. GCM structure), the second largest contributor varied between emission scenario and bias correction for the individual seasons. Future work should investigate whether the selection of the snow model has a stronger impact in other regions or catchments of different size (i.e. small headwater sub-catchments). Model parameter uncertainty was not accounted for in this study but should be investigated as part of future work, which could help to understand and potentially improve misrepresentations in the historic runoff regime. The use of other hydrological indicators (i.e. low and high flow) should also be explored as the effect of the individual components of the model chain might differ for such alternative metrics.
RCM data were taken from the CCII project (described at
The authors declare that they have no conflict of interest.
We would like to thank a number of authorities who provided the various data sets used in this study. The National Institute of Water and Atmospheric Research (NIWA) for climate observations and the RCM simulations. Streamflow records were kindly provided by NIWA, Contact Energy Ltd. and the Otago Regional Council. The digital elevation model, soil data and land use information were obtained from Landcare Research New Zealand. This study was funded by a University of Otago Doctoral Scholarship and Publishing Bursary. Edited by: Kerstin Stahl Reviewed by: Hilary McMillan and one anonymous referee