The impacts of future climate change on the watershed streamflow and total dissolved nitrogen (TDN) fluxes upstream of the Danjiang River were estimated. The newest shared socioeconomic pathways (SSP) in CMIP6 were used as a climate change scenario. The ensembles of downscaled GCM outputs from WorldClim were used as future climate change information. A combined modeling approach is proposed, including the Long Ashton Research Station Weather Generator (LARS-WG) model as a weather generator and the generalized watershed loading function (GWLF) model for watershed hydrochemical process model and scenario analysis. The results show that there is generally less annual streamflow but more annual TDN flux under future climate change scenarios. The monthly streamflow and TDN flux increased from May to July and decreased from August to October. Changes in streamflow and TDN fluxes were the greatest in the worst uncontrolled scenario of SSP 5-85, with a 12.1% decrease in annual streamflow in the 2070s and a 4.82% increase in annual TDN flux in the 2090s. This indicates that active climate policies can mitigate the impact of climate change on watersheds. Furthermore, the source apportionments of TDN from agricultural sources will increase to nearly 50% by the 2090s, and targeted management strategies should be implemented.

  • The newest CMIP6 climate change scenarios are used to estimate watershed responses.

  • An approach for quick perspective of climate change impact on watershed is proposed.

  • Positive climate policies can mitigate the impacts of climate change on watersheds.

Graphical Abstract

Graphical Abstract
Graphical Abstract

Assessing the variability of watershed hydrochemical processes under possible climate change conditions is crucial for effectively managing water resources and the environment (Shrestha & Wang 2019; Ross & Randhir 2022). Previous studies have shown that the global climate will change significantly in the future under the influence of human activities (Sha et al. 2021a; Orke & Li 2022). The changes reflecting on the watershed scale will result in changes in local precipitation and temperature, which in turn would modify the watershed hydrochemical process and lead to changes in streamflow and non-point source pollution features (Arab Amiri & Gocić 2021). A higher drought or flood risk can be observed in different regions owing to heavier evapotranspiration, earlier and more snowmelt, and extreme precipitation (Aksoy et al. 2021; Amiri & Gocić 2021). In addition, more non-point source pollution loads can be observed in most farmland-dominated watersheds, leading to higher risks of water quality degradation and eutrophication. Quantitative estimation of the impacts of future climate change on watershed hydrochemical processes is of great significance to watershed management as supporting information for effective decision-making applications (Akomeah et al. 2021).

In the past decades, various mechanistic, empirical and semi-empirical, and statistical models have been used as effective estimation tools to assess the impacts of climate change on watershed hydrochemical processes for decision-making support (Burgan & Aksoy 2020; Jakimavičius et al. 2020; Daneshi et al. 2021; Gocić & Arab Amiri 2021; Rashid et al. 2022). By using a suitable watershed model with a particular framework and complexity, watershed hydrochemical processes can be simulated to estimate the yields and source apportionment of streamflow and non-point source pollution. Based on a validated watershed model, the responses of watershed hydrochemical processes under different climate conditions can be modeled by updating the related model weather data for scenario analysis. The sets of climate change scenarios can be subjective assumptions or reanalyzed data based on the results of related sophisticated global climate models (GCMs). Among these, the GCM outputs from the Coupled Model Intercomparison Project (CMIP) are the most widely used (Miralha et al. 2021; Modi et al. 2021; Chen et al. 2022).

CMIP is a standard experimental protocol for climate change scenarios established by the Working Group on Coupled Modelling (WGCM; Eyring et al. 2016a, 2016b). It can be regarded as an international standard of climate change scenarios for scientists to drive different GCMs to assess future climate characteristics in an equivalent way to facilitate further applications. The ensemble of GCM outputs based on CMIP scenarios has been widely used in Intergovernmental Panel on Climate Change (IPCC) assessment reports. Many studies worldwide have used different watershed models to estimate watershed hydrological and/or hydrochemical responses to future climate changes based on GCM outputs under different representative concentration pathway (RCP) scenarios proposed in CMIP5 (Brouziyne et al. 2021; Panondi & Izumi 2021; dos Santos et al. 2022). Recently, the WGCM proposed a new set of emission scenarios driven by different socioeconomic assumptions called shared socioeconomic pathways (SSPs) as the newest CMIP6 scenarios. Many studies have compared the GCM outputs of CMIP5 and CMIP6 and have found better accuracy in new scenarios, particularly for estimating instability and extreme trends (Zhu et al. 2020; Ayugi et al. 2021; Chhetri et al. 2021; Kim et al. 2021). There is a great demand to estimate watershed hydrochemical responses based on state-of-the-art CMIP6 scenarios (Yao et al. 2021). However, owing to the limited update of tools and approaches, related reports are pending.

The main innovation of this study is to propose a new technical approach that enables watershed response estimations for CMIP6 climate change scenarios based on an ensemble of results from multi-GCMs. The generalized watershed loading function (GWLF) model was used to simulate the watershed hydrochemical process. By using historical and synthetic future daily weather data, the GWLF models their respective streamflow and total dissolved nitrogen (TDN) fluxes to assess the impact of climate change by comparing their differences. However, as using a single GCM for response estimation would lead to significant uncertainty, the main challenge in achieving GWLF application is obtaining daily weather data that reflect the ensemble of multi-GCM outputs. Although the original GCM results were on a daily scale, the ensemble of multi-GCMs could only be calculated on a monthly/annual scale as daily weather is random and daily results from different GCMs cannot be directly averaged. Thus, only monthly climate change estimations over a 20-year period were obtained. To address this issue, weather generator models are effective for time-downscaling analysis to bridge the gap between the monthly climate change estimation of multi-GCMs and the daily weather data demand of watershed model inputs. In this study, the Long Ashton Research Station Weather Generator (LARS-WG) model was used as the downscaling tool to generate synthetic weather series for GWLF scenario analysis. However, as the LARS-WG does not have the capability for the latest CMIP6 scenarios, a Python batch procedure was developed for pre-treating GCM outputs to expand the capability of the LARS-WG application in CMIP6 scenarios.

The Danjiang River Watershed (SDRW) in China was used as the study area. We estimated the impact of climate change on watershed streamflow and TDN pollution, and assumed that the behaviors and intensities of water transformation and pollution loading remain constant. The changes in streamflow and TDN fluxes in the watershed outlet were estimated by updating only future temperature and precipitation as inputs to the GWLF. The results showed that there are generally wet and hot trends in the future, and more non-point source pollution of TDN was expected. The variability of watershed hydrochemical processes under emission-controlled climate scenarios would be relatively moderate, indicating the justifiability of positive climate policies for realizing emission peaks and carbon neutrality to obtain environmental benefits and achieve sustainable development.

Study area

This study was conducted in a source watershed of the Danjiang River. The Danjiang River originates from the southern side of the Qinling Mountains in the northwestern part of Shangluo City, Shaanxi Province, China. It flows through Shaanxi Province, Henan Province, and Hubei Province and flows into Danjiangkou Reservoir in Danjiangkou City. The Danjiang River is one of the main water sources of Danjiangkou Reservoir, which is the source of water for China's South-to-North Water Diversion Project and has important social and environmental values. Danjiangkou Reservoir suffers from the risk of eutrophication and the high TDN concentration of the Danjiang River is an important reason. The main source of TDN pollution in the Danjiang River is agriculture non-point source pollution caused by excessive fertilization and riverine planting. In addition, inappropriate manure use and septic tank effluent also contribute to some TDN pollution. The amount of these fluxes is closely related to the watershed streamflow and will be very sensitive to regional climate changes. This study focused on the streamflow and TDN yields in the SDRW, and the watershed area located above Shangluo City was set as the study area. The study area is approximately 321 km2, and is a mix of natural and farmland watersheds with approximately 25% farmland that is mainly distributed along the river channel (Figure 1).
Figure 1

Geographical location and watershed attributes of the study area.

Figure 1

Geographical location and watershed attributes of the study area.

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The watershed and sub-watershed boundaries are delimited with ArcHydroTools based on Digital Elevation Model (DEM) maps, as well as the river lines that are further calibrated based on remote sensing images. There is one Water Quality Monitoring Station and one Hydrological Station in the study watershed, which provided the historical data for watershed model calibration and verification. The historical weather data from the Meteorological Station closest to the study area is used to operate the watershed model and build the weather generator model. The sources of the original data used in this study are summarized in Table 1.

Table 1

The original data source used in this study

NameSource and DescriptionResolutionVersion/Periods
Digital Elevation Model Geospatial Data Cloud Site, Computer Network Information Center, Chinese Academy of Sciences. (http://www.gscloud.cn30 m × 30 m raster ASTER GDEM V2 
Land Use Maps Data Center for Resources and Environmental Sciences, Chinese Academy of Sciences (RESDC) (http://www.resdc.cn30 m × 30 m raster Period of 2015 
Pollution Emission Data The Second State Pollution Source Survey of China City and Town Base Year of 2017 
Population Data Kilometer Grid Dataset of Chinese Population Spatial Distribution (DOI:10.12078/2017121101) 1 km × 1 km Period of 2015 
Historical Weather Records Shang'zhou Station (57143), Climatic Data Center, National Meteorological Information Center, China Meteorological Administration (http://data.cma.cnDaily January 1953–April 2021 
Historical Hydrological Data Ma'jie Station, Annual Hydrological Report P.R. China, Volume 6(15), Borrowed from National Library of China Monthly 2009–2015, 2017, and 2018 
Historical Water Quality Data Gu'yu'kou Station, National Surface Water Quality Report of China and Qingyue Open Environmental Data Center (https://data.epmap.orgDaily/Monthly January 2018–April 2021 
NameSource and DescriptionResolutionVersion/Periods
Digital Elevation Model Geospatial Data Cloud Site, Computer Network Information Center, Chinese Academy of Sciences. (http://www.gscloud.cn30 m × 30 m raster ASTER GDEM V2 
Land Use Maps Data Center for Resources and Environmental Sciences, Chinese Academy of Sciences (RESDC) (http://www.resdc.cn30 m × 30 m raster Period of 2015 
Pollution Emission Data The Second State Pollution Source Survey of China City and Town Base Year of 2017 
Population Data Kilometer Grid Dataset of Chinese Population Spatial Distribution (DOI:10.12078/2017121101) 1 km × 1 km Period of 2015 
Historical Weather Records Shang'zhou Station (57143), Climatic Data Center, National Meteorological Information Center, China Meteorological Administration (http://data.cma.cnDaily January 1953–April 2021 
Historical Hydrological Data Ma'jie Station, Annual Hydrological Report P.R. China, Volume 6(15), Borrowed from National Library of China Monthly 2009–2015, 2017, and 2018 
Historical Water Quality Data Gu'yu'kou Station, National Surface Water Quality Report of China and Qingyue Open Environmental Data Center (https://data.epmap.orgDaily/Monthly January 2018–April 2021 

Watershed hydrochemical process modeling

The GWLF model was used to model the watershed hydrochemical process for streamflow and TDN estimation (Haith & Shoemaker 1987). GWLF is a semi-distributed watershed model that can provide useful results with moderate resources for data gathering and calibration (Santos et al. 2020). It has a distributed hydrological framework for runoff estimation based on the Soil Conservation Service Curve Number (SCS-CN). A series of lumped parameter algorithms were used for groundwater estimations based on linear reservoirs and TDN estimations based on the pollution concentration. The regional nutrient management (ReNuMa) model, a derivative of GWLF with a more robust nutrient algorithm, was used in this study. ReNuMa has the same hydrological framework as GWLF, but a NANI framework to calculate the nitrogen concentration of runoff based on human activity to better account for the nitrogen contribution from different land use areas (Hong et al. 2005, 2011). In addition, two additional algorithms based on a previous study were used to refine the modeling accuracy during low-flow periods, which included the segment function approach for the saturated zone and the leakage transport approach for the unsaturated zone (Sha et al. 2014). The GWLF/ReNuMa model performed well in estimating the yields and source apportionments of watershed streamflows and pollution fluxes (Hu et al. 2018; Liu et al. 2018). Based on various scenario analyses, the valid GWLF/ReNuMa model can be used to support best management practices (Qi et al. 2020) and estimate the impacts of possible climate change on watershed hydrochemical processes (Li et al. 2019; Sha et al. 2021b). In this study, we used GWLF to model the hydrochemical processes of SDRW to estimate the monthly/annual streamflow and TDN loads in the present and future.

The observed monthly streamflows at the Ma'jie Hydrological Station from 2009 to 2013 were used to calibrate the transport parameters of the GWLF for streamflow estimation. Observed historical data from 2014, 2015, 2017, and 2018 were used to validate the calibrated parameters. The observed monthly TDNs at Gu'yu'kou Water Quality Station from January 2018 to December 2019 were used to calibrate the nutrient parameters of GWLF, and the reserved water quality data from January 2020 to April 2021 were used to validate the effectiveness of the calibrated nutrient parameters. The nonlinear least squares method was used to calibrate the model parameters using the solver macro add-in procedure. To minimize the sum of the squared errors between the observed and estimated values was set as the calibration target. The Nash–Sutcliffe coefficient (R2NS), coefficient of determination (r2), and mean relative error (MRE) were used to judge model accuracy (Burgan & Aksoy 2022). The yields and source apportionments of the watershed streamflow and TDN in the current state were estimated based on the validated GWLF model. By updating the GWLF model input weather data, the possible yields and source apportionments of watershed streamflow and TDN under various projected climate change scenarios were estimated. The impacts of climate change on watershed hydrochemical processes were estimated by comparing the current and possible future watershed streamflow and TDN features. The methods for obtaining synthetic future daily weather data for GWLF scenario analyses are described in Sections 2.3 and 2.4.

Watershed weather characteristic modeling

The weather characteristics of the study area were described based on a series of semi-empirical distributions using the LARS-WG model. The weather conditions were divided into dry and wet days, which indicated precipitation and no precipitation in a single day, respectively. Dry and wet days alternate but have variable lengths. The lengths of the dry and wet days are described in the LARS-WG with a set of semi-empirical distributions for different months. On wet days, precipitation was sampled based on a set of semi-empirical distributions for different months. The daily maximum and minimum temperatures were also estimated separately for dry and wet days. For each month, there were two semi-empirical distributions each for dry and wet days to sample the daily maximum and minimum temperatures. These semi-empirical distributions were determined by a series of model parameters that are normally calibrated based on historical weather records in the study area. In this study, 67 years (1954–2020) of observed daily weather data from the Shang-Zhou Meteorological Station (closest to the study area) were used to calibrate the LARS-WG model parameters to determine the semi-empirical distributions of precipitation and temperature. Subsequently, based on the calibrated model parameters, 67 years of synthetic daily weather data were generated and compared with the observed data to validate the parameters. Consistent with existing research (Bayatvarkeshi et al. 2020; Kavwenje et al. 2021), three statistical tests for eight indicators were used to test whether the observed and synthetic values were derived from the same population (Table 2).

Table 2

The indicators and statistical tests used to test the consistency of observed and synthetic weather data

Characteristic indicatorsStatistical tests
Seasonal wet/dry series distributions Kolmogorov–Smirnov (K-S) test 
Daily precipitation distributions Kolmogorov–Smirnov (K-S) test 
Monthly mean of precipitation t-test 
Monthly variances of precipitation F-test 
Daily minimum temperature distributions Kolmogorov–Smirnov (K-S) test 
Daily maximum temperature distributions Kolmogorov–Smirnov (K-S) test 
Monthly mean of daily minimum temperature t-test 
Monthly mean of daily maximum temperature t-test 
Characteristic indicatorsStatistical tests
Seasonal wet/dry series distributions Kolmogorov–Smirnov (K-S) test 
Daily precipitation distributions Kolmogorov–Smirnov (K-S) test 
Monthly mean of precipitation t-test 
Monthly variances of precipitation F-test 
Daily minimum temperature distributions Kolmogorov–Smirnov (K-S) test 
Daily maximum temperature distributions Kolmogorov–Smirnov (K-S) test 
Monthly mean of daily minimum temperature t-test 
Monthly mean of daily maximum temperature t-test 

Downscaling and scenario analyses

The LARS-WG model was used for downscaling analysis to obtain future synthetic weather time series, which were further used in GWLF for scenario analyses to estimate the changes in streamflow and TDN loads. The LARS-WG model can be considered as a stochastic weather generator. Based on the validated model parameters, it can be used to generate synthetic daily weather data of any length statistically ‘identical’ to the observations to extend the available data scale. Furthermore, by updating the model parameters to alter the related semi-empirical distributions, various scenario analyses concerning future climate change can be implemented. There are many possible strategies to design future climate scenarios, among which the CMIP proposed by the WGCM was employed in this study. The four newest SSPs (SSP1-26, SSP 2-45, SSP 3-70, and SSP 5-85) in CMIP6 were used as climate change scenarios. These are the pathways with different emissions and shared socioeconomic assumptions. SSP1-26 and SSP 2-45 represent a controlled world with positive climate policies, while SSP5-8.5 and SSP3-7.0 represent an uncontrolled world with failed climate policies and severe greenhouse gas emissions. Here, we assess future climate change under each scenario and reflect these changes in the LARS-WG model parameters.

The outputs of the GCMs were used to estimate climate change under each scenario. However, there would be great uncertainty in using a single GCM. On the one hand, the results of a single GCM may be biased, and on the other hand, owing to the randomness of daily weather, some possible extremes may not be detected. Monthly climate changes for each 20-year period were obtained by coupling multi-GCM results for the study area, which were then used to update the LARS-WG model parameters for time downscaling to generate synthetic daily weather data for the GWLF model application. These synthetic daily weather series followed the projected climate change features and were long enough to reflect the uncertainty and extreme weather impacts on the watershed streamflow and TDN. In this study, three GCMs were employed to avoid uncertainty, including BCC-CSM2-MR, IPSL-CM6A-LR, and MIROC6, because of their relatively good goodness-of-fit in China and/or East Asia (Xin et al. 2020; Tian et al. 2021; Xu et al. 2021). The reanalysis data of each selected GCM obtained from the WorldClim dataset were used as the resolutions of the original GCM outputs were too low to be used directly at the site scale. These reanalysis data were global 2.5 min raster maps spatially downscaled and calibrated using WorldClim v2.1 (Fick & Hijmans 2017). Four future periods were considered: the 2030s (2021–2040), 2050s (2041–2060), 2070s (2061–2080), and the 2090s (2081–2100). A Python batch procedure was developed to collect site weather data from the global raster maps. For each considered future period and SSP scenario, the monthly precipitation and temperature of each GCM are summarized and compared with the current values to calculate the amount and/or rate of climatic indicator changes, which were further used to update the model parameters of LARS-WG to build user-defined scenario files. Using each user-defined scenario file, the LARS-WG model was operated to generate 20 years’ synthetic daily weather series. With each series of synthetic daily weather data, the GWLF model was used to estimate monthly and annual streamflow, TDN fluxes, and source apportionments. The ensemble of GWLF results was used to estimate the impacts of climate changes on watershed hydrochemical processes. For each SSP scenario, the scenario analysis results of the GWLF model based on three GCMs in the same future period were averaged as the final estimations to avoid uncertainty. Possible feature changes in streamflow and TDN under different SSP scenarios in different future periods are compared and discussed in Section 3. The entire multi-model technical process is shown in Figure 2.
Figure 2

The technical flowchart of the multi-model approach.

Figure 2

The technical flowchart of the multi-model approach.

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Model results: calibration and validation

Generalized watershed loading function (GWLF)

The results of the GWLF model are compared with the observed values in Figure 3. We found that the model results for both monthly streamflow and TDN had great accuracy. For monthly streamflow estimations, the R2NS was 0.86 during the calibration period and 0.75 during the validation period. The r2 values were 0.88 and 0.79 for the calibration and validation periods, respectively. These results are at the same level of accuracy as the results of other similar studies with GWLF (Jiang et al. 2019; Qi et al. 2019). For the monthly TDN estimations, the R2NS for the calibration and validation periods were 0.96 and 0.95, respectively. These values were higher than those of streamflow estimations and other similar studies. This is because the amount of observed data used for water quality calibration is less than the amount of observed data used for hydrological calibration. Historically observed water quality data have been available only since 2018, but have been long enough for watershed model applications (Liu et al. 2018; Qi et al. 2020). The MRE for the calibration and validation periods were lower than 10% at 8.31 and 8.67%, respectively. The model results of the past monthly streamflow and TDN showed that the calibrated and validated GWLF model could provide reliable estimations of watershed hydrochemical processes, based on which scenario analyses of various projected future scenarios and periods could be performed for estimating climate change impacts. All GWLF model parameters have been presented in the Supplementary Material.
Figure 3

Comparisons of observed and modeled monthly streamflow and dissolved total nitrogen fluxes.

Figure 3

Comparisons of observed and modeled monthly streamflow and dissolved total nitrogen fluxes.

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Long Ashton Research Station Weather Generator (LARS-WG)

Comparisons of the observed monthly weather records (the 67 years average from 1954 to 2020) and LARS-WG outputs are shown in Figure 4. An alternative random seed number, 2777, was used to generate the synthetic weather series. It is a critical parameter that needs to be subjectively determined, and a selected value of 2777 can achieve an acceptable modeling accuracy. All the LARS-WG parameters that can be used to reproduce the model are provided in the Supplementary Material. The statistical comparison between the 67 years of daily historical weather data and synthetic daily weather data shows that the LARS-WG model has a good ability to reproduce the climate characteristics of the site lying in the study area. For the three statistical tests for the eight weather indicators considered in this study, most test results showed no significant differences at the 5% significance level. Only the standard deviation of the daily precipitation in September was significantly different between the historical and synthetic data. The standard deviation of the synthetic daily precipitation in September is underestimated because the precipitation pattern in this month is elusive and unpredictable. However, it is acceptable within the same level as other LARS-WG model applications (Bayatvarkeshi et al. 2020; Kavwenje et al. 2021). The mean values of the monthly precipitation and minimum and maximum temperatures can be estimated by the LARS-WG model and qualified for further scenario analysis to generate synthetic weather data.
Figure 4

Comparisons of observed and modeled monthly precipitations and temperatures.

Figure 4

Comparisons of observed and modeled monthly precipitations and temperatures.

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Ensemble of GCM outputs

Future climate change scenarios based on the downscaled GCM outputs are shown in Figure 5. We found generally continuous growth trends for temperature and precipitation in the future. The increases in temperature (both minimum and maximum) in each month under the uncontrolled scenarios (SSP 3-70 and SSP 5-85) were greater than those under the emission-controlled scenarios (SSP 1-26 and SSP 2-45). The differences in the increasing amounts between the different scenarios gradually expanded over time. At the end of this century (2090s), the increase in temperature under the worst-case scenario (SSP 5-85) will be nearly thrice the increase under the best-case scenario (SSP 1-26). In most scenarios and time periods, the increases in temperature in September were relatively significant, and the increases in temperature in spring (March to May) were relatively moderate.
Figure 5

Changes of monthly minimum temperature, maximum temperature, and precipitation in each month in different future periods.

Figure 5

Changes of monthly minimum temperature, maximum temperature, and precipitation in each month in different future periods.

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The future increases in precipitation are relatively moderate compared with the changes in temperature. Over time, the precipitation increased slightly. In most scenarios and periods, the increase in precipitation was mainly concentrated in the spring and summer months. In all scenarios and time periods, contrary to the increase in temperature, the precipitation in September decreased significantly. There was no significant difference in the changes in precipitation between emission-controlled and uncontrolled scenarios. In the most recent period (2030s), the decreases in precipitation in autumn and winter (September to December) were relatively significant under uncontrolled scenarios. At the end of this century (2090s), the increase in precipitation in spring was relatively significant under uncontrolled scenarios. In the middle of this century (2050s and 2070s), the changes in precipitation under emission-controlled scenarios were relatively moderate.

The downscaled GCMs’ outputs mentioned above were used to build user-defined scenario files for LARS-WG to generate corresponding synthetic weather data series, which were further used in GWLF to estimate the impacts of climate change on watershed streamflow and TDN, as described in Sections 3.2 and 3.3.

Streamflow changes: yields and extreme statuses

The changes in streamflow under different SSP scenarios in different future periods are summarized in Table 3 and illustrated in Figure 6. We observed that the streamflow yields will decrease in the future under the climate change scenarios of SSPs in CMIP6. Higher temperatures in the future will lead to increased evapotranspiration, thereby reducing available streamflow yields. In addition, the increase in precipitation in the future is not significant, which is not sufficient to compensate for the streamflow loss caused by additional evapotranspiration. Therefore, it can be considered that streamflow will decrease in the future, and the amount of decrease is related to the intensity of climate change. The decrease in streamflow under SSP 1-26 was the smallest. Under the SSP 1-26 scenario, the annual streamflow yields will continue to increase, and by the end of this century (2090s), the annual streamflow will be reduced by only 0.54%, which is close to the current level. This is because, as the best emission-controlled scenario, the increase in temperature under the SSP1-26 scenario was the smallest, which greatly reduced evapotranspiration and avoided streamflow losses. Although the increase in precipitation under the SSP1-26 scenario was not prominent, the streamflow under this scenario was still the highest among all scenarios. In another view, the decreases in streamflow under the two uncontrolled scenarios (SSP 3-70 and SSP 3-85) were found to be substantial for the second half of this century (2070s and 2090s). The reductions in annual streamflow under the SSP 3-70 scenario were relatively stable in the first half of this century (2030s and 2050s), and were at the same level as the reductions under the emission-controlled scenarios (SSP1-26 and SSP 2-45). However, it is expected that under the SSP3-70 scenario, the annual streamflow in the second half of this century will reduce significantly. The expected annual streamflow in the 2070s under the SSP3-70 scenario will decrease by 14.4%, which is the lowest value among all SSP scenarios and time periods. For the SSP5-85 scenario, the annual streamflow represents all reductions. The reductions in annual streamflow were more than 10% for most future periods, except for the 2050s.
Table 3

The changes of annual streamflow under future climate change scenarios

PeriodsAnnual streamflow (cm)
SSP 1-26SSP 2-45SSP 3-70SSP 5-85
Current 17.36 17.36 17.36 17.36 
2030s 16.12 15.46 15.79 15.36 
2050s 16.37 15.72 15.82 16.30 
2070s 17.08 16.52 14.86 15.27 
2090s 17.27 15.35 15.39 15.46 
PeriodsAnnual streamflow (cm)
SSP 1-26SSP 2-45SSP 3-70SSP 5-85
Current 17.36 17.36 17.36 17.36 
2030s 16.12 15.46 15.79 15.36 
2050s 16.37 15.72 15.82 16.30 
2070s 17.08 16.52 14.86 15.27 
2090s 17.27 15.35 15.39 15.46 
Figure 6

Annual streamflows under different scenarios in different future periods.

Figure 6

Annual streamflows under different scenarios in different future periods.

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Under different scenarios in different periods in the future, streamflow changes in each month were found to vary significantly. The monthly streamflows increase from May to July and decrease from August to November under most scenarios and future periods. This is because under the general increasing trends of precipitation in the future, the temperature increases from May to July are small, and the increased evapotranspiration is less than the additional increases in precipitation, which manifests as an increase in streamflow. However, the warming caused by future climate change is mainly concentrated from August to November, resulting in significant increases in evapotranspiration which are greater than the increases in precipitation during this period, and is manifested as a decrease in streamflow. The changes in the monthly streamflow from January to March were not significant. On the one hand, this is due to the relatively low variation in temperature and precipitation during this period. On the other hand, as the temperatures during this period are low, the increases in evapotranspiration caused by the increases in temperature were not significant. In summary, a stable trend was reflected in the change in monthly streamflow from January to March.

From another perspective, the impacts of different climate change scenarios on the changes in monthly streamflow were significantly different (Figure 7). In the emission-controlled scenarios (SSP1-26 and SSP 2-45), the short-term future (2030s and 2050s) monthly streamflow changes were more significant, but the long-term future (2070s and 2090s) monthly streamflow changes were more significant in the uncontrolled scenarios (SSP 3-70 and SSP 3-85). For example, the maximum increase in monthly streamflow in July during the 2030s was 28.67%, occurring under the SSP 2-45 scenario. The maximum decrease in monthly streamflow in September during the 2030s was 30.20%, also occurring under the SSP 2-45 scenario. During the 2050s, the maximum increase in July and the maximum decrease in September of monthly streamflows were 19.81 and 16.46%, respectively, both occurring under SSP 1-26. Significant changes in monthly streamflow were observed for the second half of this century (2070s and 2090s) under the SSP 5-85 scenario, which is the worst uncontrolled emissions situation. The increases in monthly streamflows in July were 15.37 and 28.67% during the 2070s and the 2090s, respectively, while the decreases in monthly streamflows in September were 26.76 and 30.02% during the 2070s and the 2090s, respectively.
Figure 7

Changes of monthly streamflow under different scenarios in different future periods.

Figure 7

Changes of monthly streamflow under different scenarios in different future periods.

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Dissolved nitrogen fluxes changes: loads and source apportionments

The annual TDN fluxes in the future are summarized in Table 4 and are shown in Figure 8. We can find out that the changes of TDN fluxes are complex and diverse under different SSP scenarios in different future periods, but show a generally increasing trend at the end of the 21st century. Although in the strictest emission-controlled scenario of SSP1-26, the annual TDN flux will be lower than the current level in the first half of this century (2030 and 2050s), the annual TDN flux will continue to increase, and by the end of this century, the annual TDN flux will increase by 3.08% compared with the current level. The modest emission-controlled scenario of SSP2-45 is the only scenario to realize a decline of 0.68% in annual TDN flux by the end of this century (2090s), although there will be a significant increase of 4.82% in the near term (2030s). In SSP 5-85, the annual TDN flux will decrease by 0.68% in the 2030s and then increase significantly. By the end of this century, the annual TDN flux will increase by 4.82% from the current level.
Table 4

The changes of annual total dissolved nitrogen fluxes under various climate change scenarios

PeriodsAnnual total dissolved nitrogen fluxes (103 kg)
SSP 1-26SSP 2-45SSP 3-70SSP 5-85
Current 108.49 108.49 108.49 108.49 
2030s 105.91 113.72 104.73 104.34 
2050s 107.48 106.58 106.63 110.36 
2070s 110.98 111.72 104.79 108.89 
2090s 111.82 107.75 109.47 113.72 
PeriodsAnnual total dissolved nitrogen fluxes (103 kg)
SSP 1-26SSP 2-45SSP 3-70SSP 5-85
Current 108.49 108.49 108.49 108.49 
2030s 105.91 113.72 104.73 104.34 
2050s 107.48 106.58 106.63 110.36 
2070s 110.98 111.72 104.79 108.89 
2090s 111.82 107.75 109.47 113.72 
Figure 8

Annual total dissolved nitrogen (TDN) flux under different scenarios in different future periods.

Figure 8

Annual total dissolved nitrogen (TDN) flux under different scenarios in different future periods.

Close modal
The changes in monthly TDN fluxes in the future were similar to the changes in monthly streamflow, generally showing an increase from May to July and a decrease from August to October (Figure 9). This is mainly due to the fact that the source of TDN flux in this area is mainly a non-point source load, the intensity of which is highly correlated with streamflow yield. In the near future period of the 2030s, the changes in monthly TDN fluxes are most pronounced in the modest emission-controlled scenario of SSP2-45, with a 32.42% increase in July and a 28.52% decrease in October. The changes in monthly TDN fluxes during the 2050s were the most significant in the SSP3-70 scenario. The impact of the worst uncontrolled scenarios of SSP 5-85 on monthly TDN flux changes will be remarkable in the second half of the century. In the 2070s, there will be a 19.2% increase in the monthly TDN flux in July and a 22.32% decrease in the monthly TDN flux in October. In the 2090s, these numbers are expected to grow further, reaching a 32.42% increase in July and 28.52% in October. The changes in the monthly TDN fluxes from December to March were insignificant.
Figure 9

Changes of monthly total dissolved nitrogen (TDN) flux under different scenarios in different future periods.

Figure 9

Changes of monthly total dissolved nitrogen (TDN) flux under different scenarios in different future periods.

Close modal

Changes in future TDN fluxes are influenced by changes in hydrochemical processes owing to climate change. On the one hand, active climate policies need to be implemented to reduce the disturbance of hydrochemical processes by climate change; however, under the assumption that various possible changes in climate are unavoidable, the changes in source apportionments of TDN flux due to changes in hydrochemical processes need to be estimated and targeted control measures should be implemented.

The changes in the source apportionments of the TDN flux under different SSP scenarios for different future periods are shown in Figure 10. Three sources of TDN were considered: agriculture, groundwater, and human living. Agricultural sources refer to TDN contributions caused by the loss of fertilizers from agricultural land, mainly through runoff emissions. This is one of the main sources of current TDN contributions, accounting for 42.81% of the total. Under future climate change scenarios, the TDN contributions of agricultural sources are expected to increase significantly, and the proportions will generally be higher than the current level. In addition, the uncontrolled scenarios will lead to more TDN fluxes through agricultural sources. For SSP 5-85, the proportion of contribution through agricultural sources will be as high as 49.36% by the 2090s. The groundwater source refers to the TDN that enter the river with the transfer of groundwater, currently accounting for 11.08%. This proportion will decrease under future climate change scenarios due to changes in hydrochemical processes: with warmer weather conditions, increases in evapotranspiration lead to decreases in infiltration, which in turn leads to decreases in groundwater. The human living sources refer to the TDN contributions caused by emissions from septic systems. This is the main source of current TDN contributions, accounting for 46.10% of the total. The TDN fluxes contributed by human living sources will generally remain stable under the SSPs, but their proportion will decrease as the total TDN flux increases owing to the increase in the contributions from agricultural sources. Under the SSP 5-85 scenario, the proportion of contribution from human living sources is expected to be 43.98% by the 2090s.
Figure 10

The source apportionments of total dissolved nitrogen (TDN) flux under different scenarios in different future periods.

Figure 10

The source apportionments of total dissolved nitrogen (TDN) flux under different scenarios in different future periods.

Close modal

Comparison with other similar studies and limitation analysis

The decreasing trends of the annual streamflow in the study area were generally similar to those in other cases. However, under the best emission-controlled scenario of SSP1-26, other cases showed an increase in annual streamflow (Sunde et al. 2018; Sha et al. 2021a), but the current study area still showed a decreasing trend. This indicates that the study area is more sensitive to climate change. This was probably due to the active evapotranspiration in this area, which is more sensitive to increases in temperature. The greater evapotranspiration caused by the higher temperature in the future would offset the increase in precipitation, leading to a decrease in streamflow, even in the mildest SSP1-26 scenario. The changes in monthly streamflow in the summer months were similar to those in other cases, showing a decreasing trend (Panondi & Izumi 2021). This was mainly due to the stronger evapotranspiration caused by the higher temperatures in summer. However, the decrease in monthly streamflow in the study area in the fall and winter months was still significant, which was quite different from those in other areas (Wang & Kalin 2018). This means that the streamflow in the study area is more sensitive to future climate change in autumn and winter. The increasing trends of the annual TDN flux in this study area were lower than those in other similar areas (Sha et al. 2021a). This was mainly due to the decrease of non-point source pollution loading resulting from the decrease in streamflow. However, the increases in TDN flux in the spring and early summer months in this study area were still remarkable, similar to other studies.

The main limitations of this study are as follows. First, there was potential uncertainty in the synthetic weather series generation of LARS-WG. Historical weather data for model calibration may not be sufficiently long, and potential extreme weather conditions may be ignored. Second, the GCMs used for downscaling and ensembles may be insufficient, resulting in uncertainties. Third, the time step of the GWLF results was limited and the monthly estimations may not be sufficiently detailed. It was difficult to judge the extreme days of high streamflow and/or TDN flux, which is important for risk management. Future research should focus on more detailed weather simulations and watershed hydrochemical estimation. More GCMs outputs were expected for the ensemble and new downscaling technologies, such as image super-resolution of machine learning for more detailed weather data at the watershed scale, were expected. In addition, more detailed watershed hydrochemical models are expected with shorter time steps for extreme status estimations and more scenario analysis for decision-making support.

Based on the agreement between observations and modeling results, the proposed technical method of combined application of the LARS-WG and GWLF models was found to be effective for estimating the impacts of climate change on watershed streamflow and TDN in the CMIP6-SSP scenarios. This can be used as an alternative approach to other similar areas. More GCM outputs and detailed watershed hydrochemical models are required for future applications.

There are generally decreasing trends in annual streamflow under future climate change scenarios. The monthly distributions of annual streamflow will generally increase from May to July and decrease from August to November. Positive climate policies to control greenhouse gas emissions will mitigate changes in streamflow by the end of the 21st century. However, there are generally increasing trends in annual TDN fluxes under future climate change scenarios. The monthly TDN fluxes mainly increase from May to July. The additional TDN flux was mainly contributed by agricultural sources through runoff. To mitigate the increase in TDN fluxes, positive climate policies and targeted management strategies concerning agricultural sources should be implemented.

The main limitation of this study is the potential uncertainty of the results. The limited weather data used in the LARS-WG may lead to the neglect of extreme weather conditions. The limited GCMs outputs used in the downscaling may lead to uncertainty in the ensemble. Limited monthly streamflow and TDN fluxes may prevent detailed short-term extreme estimations for risk management.

Future research is expected to provide more detailed estimations and practical scenario analyses to support decision-making. New GCMs outputs based on CMIP6 should be used in the downscaling of the ensemble to avoid uncertainty. A more detailed modeling of watershed hydrochemical processes is expected to provide short-term extreme status estimations. More detailed scenario analyses are expected to support local management.

The authors would like to acknowledge the World Climate Research Programme, which, through its Working Group on Coupled Modelling, coordinated and promoted CMIP6. We thank the climate modeling groups for producing and making available their model output, the Earth System Grid Federation (ESGF) for archiving the data and providing access, and the multiple funding agencies that support CMIP6 and ESGF. We also acknowledge the WorldClim data website (http://www.worldclim.org) for the high spatial resolution global weather and climate data. In addition, the authors would like to acknowledge the China Meteorological Data Service Centre (http://data.cma.cn) for the long-term historical weather data of the study area.

This research was supported by the Open Research Fund Program of State Key Laboratory of Hydro-science and Engineering, Tsinghua University (sklhse-2021-B-07).

Data cannot be made publicly available; readers should contact the corresponding author for details.

The authors declare there is no conflict.

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