The Huolin River is located in the monsoon marginal zone in Northeast China. It is an important source of the wetland system on the Northeast Plain. Recently, a dramatic reduction in the observed river runoff has resulted in a record high level of dried-up days in the Huolin River catchment (HRC). In this study, we used the hydrological simulation approach of the Soil and Water Assessment Tool (SWAT) model to evaluate the influences of climate change and human activities on runoff in the HRC. The SWAT model effectively simulated the streamflow changes in the HRC with a high accuracy. The R2 values were 0.71 and 0.69 for the calibration and validation periods, respectively. In addition, the Nash-Sutcliffe efficiency (NSE) index reached 0.69 and 0.66 for the calibration and validation periods, respectively. The simulation results demonstrated that the variations in runoff have mostly been caused by combined influence of climate change and land use/land cover (LULC) changes, but the contributions of these factors varied in each period. The climate factors contributed 84.5% of runoff fluctuations before 2000, while the effect of LULC changes gradually grew to 63.6% after 2000. The increase in the influence of LULC changes was mainly apparent in the considerable growth of the areas of the arable land and construction land, which increased by 607 and 113 km2, respectively. This study provides an effective scientific basis for establishing long-term water management in catchment scale and regional social and economic development under the changing environment.

  • The SWAT model has strong feasibility and applicability in monthly runoff simulation of the HRC.

  • Climate change played a dominant role in the runoff variation in the HRC before 2000.

  • The decrease in runoff in HRC is the result of a combination of climate change and human activities.

Graphical Abstract

Graphical Abstract
Graphical Abstract

Water resources are the most precious and irreplaceable natural resources in the world. Water is essential for maintaining human society and natural environmental systems, and it is also a vital link between them (Pedro-Monzonís et al. 2015; Milly et al. 2018; Pokhrel et al. 2021). Recently, it has been established that the uneven distribution of water resources has produced environmental challenges such as regional water shortages, increased dried-up days and frequent droughts (Su et al. 2018; Martin et al. 2020; Amiri & Gocic 2021a). In addition, the conflict between supply and demand for water resources has become more prominent, leading to the vulnerability and uncertainty of ecosystems (Haddeland et al. 2013; Li et al. 2021). For example, China's total freshwater volume is 2.81 × 1012 m3, ranking sixth in the world. Although the total volume is large, the water resources per capita are only 25% of the world average (Piao et al. 2010). The distribution of water resources in China, a ‘less in the north and more in the south’ pattern, does not match the distribution of population, arable land, minerals, and economic development (Zhang et al. 2015). Under global warming conditions, the frequency and intensity of floods and drought directly linked to water resources gradually increase, and the situation will be more severe in the future, especially in northern China (Sheffield et al. 2012; Dai 2013; Su et al. 2018; Gu et al. 2020). This could adversely influence the expected effects of important projects such as grain production in northern and northeastern China, the South–North Water Transfer Project and the ecological restoration and construction of national watersheds (Jiang 2009; Nakayamaa & Shankman 2013; Xu et al. 2020).

River runoff is an important component of the hydrological cycle, and runoff variations have a considerable impact on water resources (Tao et al. 2003; Yan et al. 2017). According to earlier studies, river runoff in many parts of the world has exhibited a significant decreasing trend (Huang & Zhang 2004; Dai et al. 2009; Martin et al. 2020) and 60% of rivers in the world cease to flow for at least 1 day per year (Messager et al. 2021). It is well accepted that climate change coupled with intensive human activities has directly and indirectly affected runoff (Huntington 2006; Dai et al. 2009; Haddeland et al. 2013). Precipitation is the principal runoff replenishment source, and its frequency, intensity, and distribution directly affect the amount of runoff (Zhang et al. 2011; Amiri & Gocic 2021b). A change in precipitation of 1% will result in a change in runoff of 1.3% in northern China (Lu et al. 2013). Temperature affects runoff through two approaches. Warming can increase runoff through melting of permafrost and glaciers, in cold regions; however, the increase in temperature also enhances catchment evapotranspiration, thus reducing runoff (Cao et al. 2011; Milly et al. 2018; Gocic & Amiri 2021). This is also one of the main reasons for the decrease in runoff in arid regions. Certainly, rainfall–runoff processes are also largely regulated by surface conditions such as vegetation, antecedent soil moisture, and geographic location (Berghuijs et al. 2016; Manoj et al. 2022). Although many studies have emphasized the importance of these factors in hydrological processes, the understanding of these effects is still limited due to regional differences. Land use/land cover (LULC) changes such as afforestation/deforestation, urbanization, and wetland reclamation have led to increased extreme hydrological events. Other human activities, for example, arable land expansion and urbanization, have also added to uncertainties in the vegetation and ecosystem structure changes (Li et al. 2018; Chen et al. 2019). Effective methods of controlling excessive human activity are still lacking. Given these trends, it is critical to quantify the amount of climate and anthropogenic contributions to watershed runoff change and to identify potential driving forces, which are integral to the development of sustainable management strategies.

Recent research has primarily used empirical statistics (Wang et al. 2012; Zhao et al. 2014), elasticity-based approaches (Li & Quiring 2021), and hydrological modeling (Farsi & Mahjouri 2019; Zhang et al. 2020) to examine the effects of climate and human impacts on runoff. Empirical statistical methods facilitate calculations, but the physical mechanisms of hydrological cycle events cannot be well represented (Wu et al. 2017). Elasticity-based approaches require an accurate estimation of the potential evapotranspiration; otherwise, the quantitative results will be adversely affected. The most promising technique for assessing the hydrological response is hydrological modeling, which provides a framework for understanding and predicting the relationships among climate change, human activities, and water resources. The different spatiotemporal scales of the underlying physical processes are represented in the models (Zeng et al. 2015; Wu et al. 2017). However, hydrological models have limitations such as their complex structure, time-consuming construction, and demand for a large number of input datasets. The Soil and Water Assessment Tool (SWAT) is one of the most commonly used distributed hydrological models. It is used to model ecological, hydrological, and environmental processes under diverse climatic and management settings (Gassman et al. 2007; Wu et al. 2013; Hovenga et al. 2016; Wang et al. 2017). The SWAT model has been applied to the analysis of runoff in cold and arid regions in northwestern China, and it has been determined that climate change had a greater impact on runoff than LULC changes, such as in the Tarim River (Li et al. 2021), Heihe River (Yang et al. 2016), and Jing River basins (Yin et al. 2017). In northeastern China, relevant research has revealed that LULC changes had a significant influence on river runoff in the Nenjiang River (Li et al. 2019), Huifa River (Zhang et al. 2012), and Naoli River basin (Liu et al. 2015). Given that climate change and human activities are the primary factors influencing runoff, the local conditions should be taken into consideration.

The Huolin River is a tributary of the Nenjiang River in northeastern China, which has become a typical betrunked river with drastically decreased runoff and an increasing frequency of dried-up days. Based on an examination of the average annual runoff, that the runoff is decreasing in the Huolin River catchment (HRC) (Bian et al. 2004; Dan et al. 2021). Wavelet function analysis also supported the declining trend in runoff and forecasted that the catchment will undergo a larger scale dry period over the next few years (Lu et al. 2005). The multi-timescale variability of runoff has been investigated that the dual actions of flow evolution of natural factors and human disturbances exerted influences of different degrees on the flow signals during different periods (Lu et al. 2006). Changes in the LULC and landscape patterns in the HRC have also garnered a great deal of attention (Lu et al. 2007, 2015; Li & Liu 2011, 2012; Zhang 2014). The relevant results indicate that land use types have exhibited different trends in the HRC, and the wetland landscape has become highly fragmented. Most studies have focused on the hydrologic response to climate change or land use change in the watershed. However, research on hydrological modeling and quantitative attribution is scarce in the study area. Therefore, hydrometeorological and land use data from different periods and hydrological models were used in this study to quantify how these changes affect the hydrology in the HRC. The objectives of this study were (1) to assess the applicability and reliability of the SWAT model in semi-arid regions and (2) to quantify the impacts of climate change and human activities on the hydrological changes in the HRC using the SWAT model. The novelty of this paper lies in the quantitative estimation of the contribution of climate change and human activities to runoff in the HRC. This research improves our understanding of runoff fluctuations in typical inland catchments and provides a reference for water resource management in semi-arid China.

Study area

The HRC is located in northeastern China (119°18′–124°17′E, 44°55′–45°53′N). It has an area of 36,623 km2 and accounts for ∼12% of the Nenjiang River basin (Wu et al. 2018). The HRC can be divided into three sections based on the digital elevation model (DEM). The upstream section, with a maximum elevation of 1,422 m, is a primarily mountainous area covered in forests. The Tuleimaodu station is the outlet of the upstream runoff. The upstream section contains roughly 20 rivers with individual lengths of >10 km, including four primary tributaries (Table 1). The midstream section consists of hilly plains covered by grassland, and it contains two major tributaries. With a total area of 10,221 km2, the upstream and midstream sections were taken as the study in this research (Figure 1). They are pastoral regions with a population density of approximately 22 people per km2 by the end of 2018. The floodplain downstream below the Bayanhushu station has been significantly altered by human activities, and since there are no replenishing tributaries, the flow is drastically reduced and frequently dried up.
Table 1

Main tributaries of the Huolin River

TributariesDrainage area (km2)Length (km)Stream gradient (‰)
Upstream Kunduleng River 3,878.4 198 3.02 
 Dundewusu River 647.7 62.5 4. 91 
 Zhunzhelimu River 424.2 44.8 7.37 
 Xieshengtu River 423.9 43.9 6.04 
Midstream Chaoertu River 504.7 46.6 5.46 
 Emute River 1,451.2 84.3 6.41 
TributariesDrainage area (km2)Length (km)Stream gradient (‰)
Upstream Kunduleng River 3,878.4 198 3.02 
 Dundewusu River 647.7 62.5 4. 91 
 Zhunzhelimu River 424.2 44.8 7.37 
 Xieshengtu River 423.9 43.9 6.04 
Midstream Chaoertu River 504.7 46.6 5.46 
 Emute River 1,451.2 84.3 6.41 
Figure 1

Meteorological and hydrological stations in the upstream and midstream of the HRC.

Figure 1

Meteorological and hydrological stations in the upstream and midstream of the HRC.

Close modal

Since the HRC is situated in a semi-arid climate transition zone and a monsoon marginal zone (Dan et al. 2013), it is subject to the effect of the East Asian Summer Monsoon in summer, which brings heat and moisture; while it is subject to the Mongolian High Pressure System in winter, which brings dryness and cold. The average annual temperature of the catchment is 3.1 °C, its annual average precipitation is 385.5 mm, and its annual pan evaporation is 2,032 mm.

Methods

Model data input

The data required to run the SWAT model include meteorological, hydrological, landform, soil property, and LULC data (Table 2) (Gassman et al. 2007; Golmohammadi et al. 2014).

Table 2

Data item and data source of the model

Data typeData nameYearData specificationData source
Elevation data DEM 2009 30 m http://www.gscloud.cn 
Land use type data Landsat TM image data 1977, 1990, 2000, 2010, 2018 30 m http://www.gscloud.cn 
Soil type data HWSD (version 1.1)
Inner Mongolia soil type map 
2009
1992 
1:1,000,000
1:1,500,000 
http://data.tpdc.ac.cn 
Meteorological data Gauged daily temperature and precipitation data 1960–2018 Bayaertuhushu, Bayanhushu Inner Mongolia Meteorological Bureau 
Hydrological data Gauged daily runoff data 1967–2018
1956–2018 
Tuliemaodu
Bayanhushu 
Inner Mongolia Hydrological Bureau 
Data typeData nameYearData specificationData source
Elevation data DEM 2009 30 m http://www.gscloud.cn 
Land use type data Landsat TM image data 1977, 1990, 2000, 2010, 2018 30 m http://www.gscloud.cn 
Soil type data HWSD (version 1.1)
Inner Mongolia soil type map 
2009
1992 
1:1,000,000
1:1,500,000 
http://data.tpdc.ac.cn 
Meteorological data Gauged daily temperature and precipitation data 1960–2018 Bayaertuhushu, Bayanhushu Inner Mongolia Meteorological Bureau 
Hydrological data Gauged daily runoff data 1967–2018
1956–2018 
Tuliemaodu
Bayanhushu 
Inner Mongolia Hydrological Bureau 

The SWAT requires daily precipitation and maximum/minimum air temperature data as meteorological inputs. The daily observed meteorological data at Bayaertuhushu and Bayanhushu stations were obtained from the Inner Mongolia Meteorological Bureau. The Bayaertuhushu station is located at the headwater of the Kunduleng River (Supplementary figure, Figure S1), which accounts for 70% of the Huolin River runoff and is the most important tributary in the catchment (Sun et al. 2015). The Bayanhushu station is located in a key position where the midstream and downstream sections meet. The meteorological data from these two stations can fully reflect the climatic processes in the catchment. The daily runoff data for Tuliemaodu and Bayanhushu stations, which are the outlets for the upstream and midstream sections, respectively, were obtained from the Inner Mongolia Hydrological Bureau.

Based on the Harmonized World Soil Database (HWSD), the Inner Mongolia soil type map, and the field sampling, the soil type data were established to classify the HRC soil types into nine categories (Supplementary figure, Figure S2). At least 10 samples of each soil type were collected using the random sampling method to measure the soil properties, including the particle-size distribution, bulk density, organic carbon content, and available water capacity. Each sampling was divided into two layers (0–30 cm and 30–100 cm of depth intervals) during the 2 years of field surveys in 2019 and 2020. The mean measured data for the 2 years were used to adjust the soil property parameters in the HWSD to obtain more accurate simulation results.

The LULC maps were obtained via visual interpretation of Landsat images of the catchment. The land use in the HRC was divided into six types, namely arable land, woodland, grassland, water area (including rivers, lakes, and reservoirs), construction land (including mining areas and transportation land), and bare land (Supplementary figure, Table S1). During the 2019 fieldwork, 130 reference samples of various LULC types were gathered. A random sampling design (Hu et al. 2013) was implemented, and 500 random samples in Landsat images were collected based on the LULC classifications for 2018, 2010, 2000, 1990, and 1977. The random samples were combined with visual interpretation of high-resolution Google Earth images taken at the same time, and average user and producer accuracies of 90 and 88% were achieved, respectively. Finally, the arable land, water area, and construction land were all consistently plotted with a high accuracy. However, the mapping of woodland and grassland was often less accurate than other land use types like water or construction land. This could be due to the following reasons. First, some of the woodland samples were probably mixed with the arable land. Second, the similarity between the spectral and phenological characteristics of the mixed woodland and grassland samples resulted in increased mapping errors for these classifications. Third, due to the relatively coarse spatial resolution of the multispectral scanner/thematic mapper (MSS/TM) images, fine-scale land change processes may have been ignored.

The landforms, topography, and physical properties of soil remained relatively stable during the past 59 years and did not change significantly. Thus, we focused on the effects of factors such as precipitation and LULC on the surface runoff in the HRC.

Model setup and calibration/validation

Based on these datasets, the basin was divided into multiple sub-basins and hydrological response units (HRUs) according to the minimum threshold ratios of land use, soil type, and slope (Gassman et al. 2007; Golmohammadi et al. 2014). The HRC was divided into seven sub-basins (Supplementary figure, Figure S3) and 478 HRUs in this study. The SWAT model used the observed monthly discharge data from Tuliemaodu and Bayanhushu hydrological stations during 1960–2018. The periods of 1960–1961, 1962–1982, and 1983–1998 were used as the model warm-up, calibration, and validation periods, respectively.

The SWAT model is based on the principle that the water balance equation (Equation (1)) is a proxy for all processes that occur in a catchment (Arnold et al. 2012; Mutenyo et al. 2013):
(1)
where is the final soil water content (mm), is the initial soil water content (mm) on day i, is precipitation (mm), is the land surface runoff (mm), is evapotranspiration (mm), is the seepage flow (mm), and is the return flow (mm) on day i.
Sensitivity analysis, calibration, and validation were conducted using the Sequential Uncertainty Fitting (SUFI-2) algorithm through its interface with the SWAT calibration and uncertainty procedure (SWAT-CUP). The performance and efficiency of the model in simulating the observed streamflow were assessed using the coefficient of determination (R2), Nash–Sutcliffe efficiency (NSE) index, and relative error (RE) (Equations (2)–(4)). These indices were calculated as follows:
(2)
(3)
(4)
where t is the number of time series steps, and are the simulated and measured runoff values at the time step, respectively. and are the simulated and measured average runoff values, respectively. The model calibration was aimed at achieving a satisfactory model efficiency with [NSE] ≥ 0.5 (Moriasi et al. 2007, 2015; Mutenyo et al. 2013). The SWAT model simulation was determined to be ‘satisfactory’ if NSE > 0.5 for the monthly time step simulation.

Quantitative analysis of climate change and human activities

The following principle can be used to quantify the contributions of climate change and human activities to the runoff changes during different periods (Wang et al. 2009, 2016):
(5)
(6)
(7)
(8)
(9)
where is the total change in runoff (Equation (5)). and are the runoff changes caused by human activities and climate change, respectively (Equations (6) and (7)); is the baseline runoff; and are the recorded and natural runoff values, respectively, in the human-disturbed period; and are the relative contributions of the anthropogenic and climatic factors to the total runoff change, respectively (Equations (8) and (9)). It is hypothesized that the runoff was only influenced by climate change, and there was no influence from any human activities during the baseline period. Based on previous studies (Hu et al. 2012; Liu et al. 2017), the period of 1962–1982 was selected as a baseline period because (1) the study area was covered by naturally vegetated land during this period, with arable land only accounting for 6% of the total area; (2) the low population density and livestock production lifestyle of the HRC has a low impact on the natural environment. In this study, we used positive values to represent impacts leading to an increase in runoff, and negative values to represent impacts leading to a decrease in runoff.

SWAT model parameter calibration and verification

The observed precipitation and temperature data for 1960–2018 were processed. The data for 1960–1982 were used to calibrate the model, and the data for 1998–2018 were used to validate the model. The first 2 years of each simulation were used as the model warm-up time. We calibrated the SWAT model at the catchment level using the observed river discharge at Tuliemaodu and Bayanhushu stations. Before running the calibration, the sensitivity of the parameters was analyzed using the Latin hypercube one-factor-at-a-time (LH-OAT) method of SWAT (van Griensven et al. 2006). This approach combines the advantages of the global and local sensitivity analysis methods and can efficiently provide a rank ordering of the parameter importance (Sun & Ren 2013). Based on the sensitivity, the top-ranked 12 sensitive parameters (Supplementary figure, Table S2) were optimized using the SUFI2 algorithm in the SWAT-CUP. The results revealed that these parameter designs and model outputs were consistent with the runoff variability in the HRC.

Simulation results of the SWAT model

The measured and simulated monthly runoff values at Tuliemaodu and Bayanhushu stations are shown in Figure 2. In general, the simulated runoff curves follow the same trend as the measured runoff curves. The SWAT model can reflect the seasonal distribution of natural runoff well. Except for a few years with deviations, in most years the simulated flood peaks matched the actual measurements well. The runoff simulation accuracies for the calibration and validation periods are presented in Table 3. For both the calibration and the validation periods, the NSE and R2 values were greater than 0.6, and the relative errors were less than 20%. For example, the model underestimated the flood peak in August 1998, that is, the simulated value was only 352 m3/s, while the measured flood peak was 456 m3/s. However, other peak years such as 1986 and 1993 exhibited overestimation. The possible reasons for this are that (1) the study area is located in a semi-arid region in which the precipitation is unevenly distributed and varies tremendously at the seasonal and interannual scales. In addition, 53% of the annual precipitation is less than 400 mm, and using this as a model input would underestimate the flood runoff from short-duration storms. The precipitation in the high flow years was 3.5 times higher than in the low flow year, resulting in a 100-fold difference in runoff. (2) The elevation difference in the upper and midstream sections is more than 1,000 m, and the mountain valleys are narrow and easily form flood runoff. (3) The soil texture in the mountainous area is mainly sandy clay. The underdeveloped root system of herbaceous plants and the poor water conservation of the sandy clay caused the soil water content to fluctuate between 7 and 20%. These factors might have had an impact on the model simulation results and a significant impact on the accuracy of the model output. Generally, the performance of the SWAT model was deemed to be acceptable for monthly runoff simulation in the HRC.
Table 3

Model performance for the simulation of monthly streamflow

Statistical indicatorNSER2ER (%)
Calibration (1962–1982) 0.70 0.72 15.3 
Validation (1983–1998) 0.64 0.66 17.6 
Statistical indicatorNSER2ER (%)
Calibration (1962–1982) 0.70 0.72 15.3 
Validation (1983–1998) 0.64 0.66 17.6 
Figure 2

Comparison of the monthly precipitation, runoff simulated and measured value in the (a) Tuliemaodu and (b) Bayanhushu hydrological stations.

Figure 2

Comparison of the monthly precipitation, runoff simulated and measured value in the (a) Tuliemaodu and (b) Bayanhushu hydrological stations.

Close modal

The measured values were higher than the simulated values in the dry season in both the calibration and validation periods, indicating that the simulation accuracy of the SWAT model for partial dry years was low. Except for the mid-1980s when there were no flood peaks in the actual measurements due to the river break, peaks occurred in the simulation. In conclusion, model overestimation or underestimation of runoff due to extreme precipitation existed to varying degrees in hydrological models.

Contributions of climate change and human activities to runoff reduction

The time series was divided into three periods: 1962–1982, 1983–1998, and 1999–2018, based on the abrupt change points of observed runoff in the HRC (Dan et al. 2021). The baseline period was set as 1962–1982 when human activities were relatively low, and the contributions of human activities and climate change to the change in runoff before and after the abrupt change points were derived (Table 4). The results of the SWAT model analysis revealed that the relative contributions of climate change and human activities were 84.5 and 15.5% during 1983–1998, 36.4 and 63.6% during 1999–2018, respectively. From 1983 to 1998, both the measured and simulated runoff increased by more than three times the average annual runoff compared to the baseline period before 1982, indicating that changes in the climatic factors caused the increase in runoff during this period, and the contribution of climate change to the increase in runoff was 84.5%. The observed mean annual runoff during 1999–2018 was approximately 7% lower than the mean annual runoff during the baseline period, indicating that human activities also caused a decrease in runoff. The contribution of human activities to the reduction in runoff was 63.6% after 2000.

Table 4

Contribution rate of human activities and climate change to streamflow

PeriodObserved value (m3/s)Simulated value (m3/s)VariationAnthropogenic factor
Climatic factor
Influence quantityContribution rate (%)Influence quantityContribution rate (%)
1962–1982 4.50 3.92      
1983–1998 14.25 12.74 9.75 1.51 15.5 8.24 84.5 
1999–2018 4.17 4.38 −0.33 −0.21 63.6 −0.12 36.4 
PeriodObserved value (m3/s)Simulated value (m3/s)VariationAnthropogenic factor
Climatic factor
Influence quantityContribution rate (%)Influence quantityContribution rate (%)
1962–1982 4.50 3.92      
1983–1998 14.25 12.74 9.75 1.51 15.5 8.24 84.5 
1999–2018 4.17 4.38 −0.33 −0.21 63.6 −0.12 36.4 

Impacts of climate change on runoff

The climate factors such as temperature and precipitation are very important to runoff variations (Wang & Hejazi 2011). Precipitation is an important source of river runoff in northeastern China (Liang et al. 2011). The Huolin River is also a typical inland river in a semi-arid region, with precipitation-generated runoff serving as the primary source of water. Thus, over a long period, differences in precipitation may affect runoff variations. During the last 59 years, the annual precipitation exhibited severe fluctuations and a significant decreasing trend with a slope of −5.7 mm per decade. The uneven spatiotemporal distribution of annual precipitation changed significantly and could be divided into three periods (Figure 3(a)) based on the abrupt change points (Supplementary figure, Figure S4). During period I (1960–1982), the average precipitation was 388 mm, with the maximum (535 mm) and minimum (266 mm) values occurring in 1969 and 1972, respectively. This is consistent with the trend of precipitation in northeastern China (Sun et al. 2017). The weakening of northward moisture transport by the East Asian Summer Monsoon at mid-latitudes in the 1970s resulted in reduced precipitation in northern and northeastern China (Ding et al. 2008, 2009; Huang et al. 2013). During period II (1983–1998), the average annual precipitation was 467 mm. This was a wet period. Compared to period I precipitation increased by around 20% in period II. The annual precipitation in 1998 was 749 mm, resulting in a hundred-year flood in the HRC. In 1997, the year with the least precipitation, the precipitation was only 273 mm. This is associated with the significant intensification and westward expansion of the western Pacific subtropical high since the 1980s, especially in 1998 (Sun et al. 2000; Gao et al. 2014). During period III (1999–2018), the average annual precipitation was 350 mm. The runoff dried up during this time possibly due to the lack of precipitation, especially after 2000, when it dried up for 293 days in 2007, with almost no runoff at all. With a variation of 38 mm, the average amount of precipitation decreased by 10% from 1999 to 2018 compared to that during period I. The East Asian Summer Monsoon has weakened since 1999. This occurred concurrently with the shift of the Pacific Decadal Oscillation to the negative phase, which consequently resulted in a decrease in the local precipitation in summer (Han et al. 2015). Multiple factors affected the amount of precipitation, and their interactions and connections with the precipitation were complex, the physical mechanisms of which deserve further exploration in the future. Precipitation and runoff were well correlated in the HRC during each period. The Spearman correlation coefficients for the precipitation and runoff during the three periods were 0.59 (α = 0.01) (1960–1982), 0.60 (α = 0.05) (1983–1998), and 0.29 (1999–2018). This indicates that the natural period had the highest water yield capacity, while the human-induced period had the lowest capacity (Figure 4).
Figure 3

Temporal change of (a) annual precipitation and (b) the annual mean temperature in the upstream and midstream of the HRC.

Figure 3

Temporal change of (a) annual precipitation and (b) the annual mean temperature in the upstream and midstream of the HRC.

Close modal
Figure 4

Relationship between runoff and precipitation in the upstream and midstream of the HRC during each periods.

Figure 4

Relationship between runoff and precipitation in the upstream and midstream of the HRC during each periods.

Close modal

Temperature increases have led to an increase in the rate of evapotranspiration, aggravating the loss of streamflow and the catchment's hydrological cycle (Milly et al. 2018). Therefore, climate was the crucial component of runoff fluctuations and changes in the ecology in the watershed. The annual temperature exhibited a significant increasing trend, with a slope of 0.24 °C per decade (Figure 3(b)), increasing from 3.3 °C during 1960–1986 to 4.1 °C during 1987–2015. Thus, the temperature has risen dramatically since 1986, when an abrupt change occurred. The highest and lowest air temperatures were recorded in 1969 and 2007, with values of 1.58 and 5.51 °C, respectively. The cumulative deviation exhibited an increasing trend during this period, indicating that the temperature was increasing. The results presented here indicate that the HRC has experienced new and more severe dry conditions since 2000.

Impacts of human activities on runoff

Agricultural expansion, industrial development, and reservoir construction are examples of anthropogenic interventions in the catchment. These activities have predominantly influenced runoff by changing surface conditions. Since the 1970s, the influence of human activities in the HRC has increased due to the expansion of arable and construction land, while the areas of woodland and grassland have decreased (Supplementary figure, Table S3).

Agricultural expansion

From 1977 to 2018, the area of arable land increased by 607 km2, and its proportion of the total area increased rapidly from 6 to 12% (Figure 5). The arable lands were mainly distributed in the tributary valley of the HRC, which contained 158 km2 of irrigated land. Of this area, 54 km2 of irrigated land was distributed in the midstream section between the two hydrological stations, and the rest was distributed in the downstream section below the Bayanhushu station. (Table 5). Field research revealed that the expansion of irrigated land in these regions primarily occurred after 2000. The total water consumption for irrigation was approximately 5,280 × 104 m3, of which approximately 1,814 × 104 m3 was consumed in the midstream section, accounting for 6% of the normal annual runoff. Combined with the decreasing precipitation trend in the HRC, agriculture expansion had a significant impact on reducing runoff in recent 20 years.
Table 5

Irrigation area in the upstream and midstream of the HRC

Irrigation areaArea (km2)QualityWater consumption (104m3)
Midstream Tu-Ba 12.67 Dryland 423.06 
Duerji 22.07 Dryland 736.93 
Kaoshan 19.6 Dryland 654.46 
Downstream Budunhua 33.4 Dryland 26.73; paddy field 6.67 1,115.25 
Xitaiben 70.4 Dryland 21.33; paddy field 49.07 2,350.70 
  158.14  5,280.4 
Irrigation areaArea (km2)QualityWater consumption (104m3)
Midstream Tu-Ba 12.67 Dryland 423.06 
Duerji 22.07 Dryland 736.93 
Kaoshan 19.6 Dryland 654.46 
Downstream Budunhua 33.4 Dryland 26.73; paddy field 6.67 1,115.25 
Xitaiben 70.4 Dryland 21.33; paddy field 49.07 2,350.70 
  158.14  5,280.4 
Figure 5

Temporal variations of annual runoff and human activities in the upstream and midstream of the HRC.

Figure 5

Temporal variations of annual runoff and human activities in the upstream and midstream of the HRC.

Close modal

Coal mining development

The area of construction land increased by 113 km2, increasing from 0.6 to 1.6% of the total study area. The expansion of construction land was concentrated in the upstream section of the HRC (Figure 6). The expansion area was a coal mining area in Huolinguole City. As a resource-based city, the open-pit coal mines led to an increase in construction land area from 18.85 km2 in 1977 to 118 km2 in 2018. In particular, the expansion of coal mines after 2000 resulted in groundwater depletion, which influenced the generation of runoff. Coal mining is an extremely water-intensive activity that cuts off rivers and destroys underground aquifers. According to a survey of the Huolinhe coal mine, the annual productivity of the Huolinhe coal mine increased from 0.47 Mt in 1984 to 57 Mt in 2010 (Wei 1992). The coal mining capacity decreased significantly after 2010 due to the implementation of regular policies, and it has remained at around 30 Mt in recent years (Supplementary figure, Table S4). Studies have shown that the water consumption per ton of coal produced in Inner Mongolia is approximately 0.95 m3 (Ren et al. 2020). Thus, the annual water consumption for mining in the HRC has been approximately 0.3 × 108 m3 in recent years (Figure 5). This water consumption accounted for about 10% of runoff in the HRC.
Figure 6

A spatial–temporal pattern of LULC in the upstream and midstream of the HRC.

Figure 6

A spatial–temporal pattern of LULC in the upstream and midstream of the HRC.

Close modal

Reservoir construction

The development and use of water resources, such as dam and reservoir construction, may also have had an impact on runoff (Zhang 2014). The Hangali reservoir in the midstream section is the largest reservoir in the HRC, which covers an area of 38.8 km2 and the total water storage of 0.925 × 108 m3. The reservoir was put into operation around 1982, which may help partially explain the abrupt change in the amount of runoff. During the water-abundant season, the reservoir typically holds water for one month every year, and the average water inlet rate of intake sluice is 18 m3/s. The average annual water diversion of the reservoir is 0.46 × 108m3, accounting for 17% of the annual average runoff. The overflow water from the reservoir is dumped back into the main channel of the Huolin River. The midstream impoundment of reservoirs intercepts the river's supply to the wetlands and has a serious negative influence on the ecosystems downstream.

Comparison of climate and anthropogenic contributions

The HRC has abundant forest and mineral resources, but it is extremely lacking in water resources. Climate change played a dominant role in runoff changes in the HRC during the baseline period. However, as human activities intensified, the runoff became significantly influenced by land use changes. In particular, after 2000, the effects of human activities were particularly noticeable. Reservoirs and agricultural irrigation were the major consumption activities that directly reduce runoff in the midstream section. The results revealed that the contribution of human activities to runoff changes in the midstream section was 63.6%, which was less than that in other regions of northeastern China. The results of a previous study pointed out that the contribution of human activities to runoff in the Liao River (Jiang & Wang 2016), Nenjiang River (Zhai & Tao 2017), and Songhua River basins (Wang et al. 2015; Liu et al. 2017; Xin et al. 2019) was generally more than 80%, while the combined contribution of the climatic factor was less than 20%. However, our results are credible because (1) the population density and urbanization level of the study area were low; (2) only 12% of the total arable land was irrigated; and (3) there was only one medium-sized reservoir built in the midstream section. Although the impact of human activities may be intensifying, climate change is crucial to changes in this region, which played a significant role during the baseline period.

The SWAT model in this study can be effectively used to simulate runoff in the HRC, but the simulation accuracy still needs to be improved. We primarily concentrated on the contributions of changes in the climatic and anthropogenic factors rather than on forecasting future runoff variations due to the complicated precipitation–runoff systems and data limitations in the research area. Although it has been widely employed in many studies, this method has some limitations. There is still a lack of applications for modeling long-term groundwater table fluctuations, aquifer storage changes, and water loss through surface evaporation. These variables may even change how the runoff is distributed.

The supply and demand of water resources are increasingly in conflict due to the reduced runoff in the HRC. The warm and dry climate trend in the HRC has affected the river runoff, and the increase in population and the intensity of economic activities have further aggravated the water shortage, which has been particularly prominent in the last 20 years. In this study, the impacts of climate change and human activities on the surface runoff in the HRC in northeast China were assessed using the SWAT model. The main conclusions of this study are as follows.

  • The SWAT model performed well in simulating the runoff in the HRC. In the calibration period, the R2 and NSE values were 0.72 and 0.7, respectively; in the validation period, they were 0.64 and 0.66, respectively. The SWAT model offers a high degree of viability and application in simulating the monthly runoff in the HRC, which can provide a scientific basis for basin water resource planning.

  • Compared with the baseline period in the HRC, the precipitation decreased from 14.27 and 3.1 mm per decade, and the temperature increased 1.58 and 2 °C in human-disturbed period. In addition, the anthropogenic influence in the HRC has increased due to the expansion of the arable land and construction land, and the decrease in woodland and grassland in recent 20 years.

  • During 1983–1998, the contributions of climate change and human activities were 84.5 and 15.5%, respectively; while during 1999–2018, they were 36.4 and 63.6%, respectively. Climate change contributed more in the 1980s, while human activities contributed more after 2000. The decrease in runoff in the HRC was the result of a combination of climate change and human activities.

The findings of this study provide a foundation for the sustainable use of water resources in the HRC. The results of this study also offer theoretical support for decision-makers to prevent the adverse effects of climate change in northeastern China. In future research, it is suggested to collect more data and use different LULC simulated models to predict the future climate scenarios and LULC scenarios, respectively.

This article was financially supported by the National Natural Science Foundation of China (41967052), Natural Science Foundation of Inner Mongolia (2019ZD10), and Natural Science Plan of Inner Mongolia (2019GG020).

All relevant data are included in the paper or its Supplementary Information.

The authors declare there is no conflict.

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