The spatial and temporal evolution process of the water and soil resource carrying capacity in artificial oases in the arid zone of China was accurately revealed. This study constructs a water and soil resource analysis system based on system dynamics. It integrates cloud theory and hierarchical analysis to analyze the evolutional trend of the water and soil resource carrying capacity in irrigation areas. The spatial analysis technique was used to obtain a raster map of the spatial and temporal characteristics of the influencing factors, and analyze the evolutionary characteristics of the water and soil resources carrying capacity by integrating multi-source data. The results showed that: (1) the evaluation clouds of water and soil resources carrying capacity in 2002, 2010, and 2018 were (0.5034, 0.0236, 0.0071), (0.5586, 00218, 0.0062), and (0.5989, 0.0249, 0.0061), respectively. This showed that the carrying capacity of water and soil resources was transitioning from ‘critical bearing’ to ‘good bearing’, but the evolution rate was gradually decreasing; (2) from 2002 to 2018, the size of the ‘good bearing’ area increased by 8.38%, while the size of the ‘severe bearing’ area decreased by 6.4%; (3) the degree of dramatic evolution of the carrying capacity of water and soil resources is: continuous change > pre-change > post-change > continuous stable > repeated change; (4) the serious carrying capacity area shows a spatial pattern of decreasing in an arc from the town to the surrounding areas. The results showed that water and soil resource-carrying capacity of the irrigation area shows a healthy and continuous spatial and temporal evolution trend.

  • Coupling SD, multilevel fuzzy theory and cloud model were used to assess the carrying capacity of water and soil resources.

  • Based on Arc GIS and ENVI we showed the spatial distribution characteristics of regional environmental conditions.

  • The carrying capacity of water and soil resources shows a healthy evolution trend, and the evolution rate slows down gradually.

Graphical Abstract

Graphical Abstract

The carrying capacity of water and land resources refers to the maximum capacity of water and soil resources to support social development and ecosystems in a specific region. The arid desert areas of northwest China are rich in land resources and have sufficient light and heat conditions, but water resources are relatively scarce and unevenly located for space. Disharmony of water and soil resources in arid desert areas has been greatly alleviated by water-lifting irrigation, and on this basis, artificial oases have gradually evolved, but the ecological background of the arid desert areas is fragile and very sensitive to the response of water and soil resources development in the context of irrigation. The injection of external water resources has changed the original land resource evolution process in the arid desert areas. The unique climate of low precipitation, high evaporation and large temperature difference have a long-term and stereoscopic driving impact on the background of regional water and soil resources, which drives the evolution of the water and soil resource-bearing state of the artificial oasis in a complex system (Xu 2010; Angelovicová & Fazekašová 2014; Felix et al. 2018; Xu et al. 2019, 2021). As a result, long-term monitoring data, spatial remote sensing data, and other data are needed to reveal the influence process and driving mechanism of each driving factor for the water and soil resource carrying capacity on spatial and temporal scales, and to contribute to the study of soil and water resource carrying capacity evolution in arid areas.

The carrying state of water and soil resources is affected by the multilayer coupling of natural climate, hydrogeology and human activities (Setegn et al. 2009; Lv 2015; Vogeler et al. 2016; Lamsal et al. 2017). Accurately revealing its spatial and temporal evolution patterns, dynamics mechanisms of driving processes and coupling relationships are the hot spots and difficulties in the field of soil and water environment. In recent years, numerous people have conducted extensive research on the carrying capacity of water and soil resources on the regional scale. Among them, Ait-Aoudia & Berezowska-Azzag (2014) analyzed the correlation between water resources and human production activities in Algiers from the perspective of water resources carrying capacity for the population; Motoshita et al. (2020) assessed the sustainability of freshwater water supply on a global scale from the depletion value of the freshwater water carrying capacity in a single regional context; Williams et al. (2017) combined a population growth model and a land resource to food supply model to synthesize an analytical model for quantitative analysis of land use change and population carrying support capacity. Jayanthi et al. (2020) used hierarchical analysis of a multicriteria decision method to conduct a systematic analysis of land resource carrying characteristics in four broad categories: land type, water quality, soil characteristics and infrastructure availability. Jiang et al. (2011) established a projection tracing evaluation model based on a particle swarm optimization algorithm to evaluate the carrying capacity of each water resource unit within the Three Rivers Plain; Ren et al. (2011) technically integrated the principal component analysis method with the projection tracing transformation model and used it in the comprehensive evaluation of the carrying capacity of water and soil resources in the Three Rivers Plain. The above studies have achieved many results, but there are still shortcomings. Firstly, in terms of research objects, the current research mainly takes administrative regions (such as provinces, cities and counties) as evaluation units, and there is little research on the long series of water and soil resources carrying capacity under raster cells, while the visualization of data on raster cells is more obvious; secondly, in terms of research methods, the existing research mainly focuses on the study of water resources and land resources, and the details of their coupling and driving mechanism are not sufficiently revealed. In addition, the exploration of the spatial and temporal evolution of water and soil resources bearing capacity at the regional scale is not systematic enough, and the spatial changes of water and soil resources bearing status and evolutionary flow direction are not sufficiently considered. The cloud model has a unique advantage in portraying the fuzzy and uncertainty problems of fuzzy evaluation systems, and can quantitatively reveal the actual water and soil resource bearing state of the artificial oasis in arid desert areas.

In order to clarify the driving process and spatial and temporal evolution of water and soil resource carrying capacity of the artificial oasis in the arid zone, this paper uses the Jingtaichuan Pumping Irrigation District (hereinafter referred to as Jingdian Irrigation District) in northwestern China as the research object. Realizing the dynamic prediction of water and soil resource carrying capacity under future scenarios by studying the spatial and temporal evolution of water and soil resource carrying capacity. The system dynamics principle and multilevel fuzzy theory are introduced to analyze the driving factors of water and soil resource carrying systems. The evaluation model is constructed based on the cloud model, the golden division method and the combined assignment method, combining long series monitoring data, spatial telemetry and geographic information data to ensure the reliability and comprehensiveness of the evaluation results. Based on the above methods and data, the water and soil resource carrying capacity assessment and spatial and temporal evolution analysis of the study area were carried out. The objectives of this study were: (1) to study the spatial and temporal evolution process and characteristics of the drivers; (2) to evaluate the bearing capacity of water and soil resources and their evolution pattern from 2002 to 2018; (3) to reveal the changed pattern and evolution flow of the bearing state of water and soil resource; (4) to enrich and promote the optimal allocation of water and soil resource in the irrigation area.

Study area

The geographical location of the Jingdian Irrigation District in China's Gansu Province is between 103°20′–104°04′E and 37°26′–38°41′N (Figure 1). It is an artificial oasis established by a water-lifting and irrigation project to solve the problem of difficult utilization of land resources in arid desert areas due to water shortage (Xu 2010). The irrigation area includes Phase I and Phase II, with a total area of about 586 km2 and an irrigated area of about 6.13 × 104 hm2. The average annual temperature is about 8.3 °C, the average annual precipitation is 185.7 mm, and the average annual evaporation is 2,433.8 mm (Wang 2017), with a climate characterized by obvious temperate continental features. The unique climatic characteristics of high evaporation and low precipitation combined with the artificial irrigation background have led to a dramatic process of soil and water resource variability and ecohydrological evolution in the irrigation area. This evolutionary process has positively contributed to the effective development of water and soil resources in the irrigation area, but with the predatory exploitation of water and soil resources by human production activities, the main problem of secondary soil salinization in the aspect of water and soil environment degradation has arisen in the irrigation area, which has seriously hindered the synergistic development of the local socioeconomic and ecological environment. Therefore, it is of high research value to select the Jingdian Irrigation District for spatial and temporal evolution analysis of the soil and water resource carrying capacity in the arid desert area.
Figure 1

Location map of the study area.

Figure 1

Location map of the study area.

Close modal

Multilevel fuzzy evaluation index system construction

This paper introduces the principle of system dynamics (SD) and multilevel fuzzy theory to reveal the multilevel driving process of water and soil resources systems in the Jingdian Irrigation District. Combining the existing research results on the evolution mechanism, development and spatial and temporal evolution process of water and soil resources in Jingdian irrigation area (He 2019), an SD model was constructed using Vensim DSS software to decompose the water and soil resource bearing system of Jingdian irrigation area into multilayer system structure. The feedback map of the water and soil resource-carrying system of irrigation area is shown in Figure 2. The water and soil resource-carrying system in the irrigation area of the arid desert is divided into four levels: comment level, process level, factor level and state level. The commentary layer is characterized by ‘severe bearing V1’, ‘slight bearing V2’, ‘critical bearing V3’, ‘safe bearing V4’ and ‘good bearing V5’ to characterize the bearing status of water and soil resources. The process layer is characterized by geological and climatic driving (U1), water and soil environment driving (U2) and natural human driving (U3). The corresponding factor layers are topography (A), climate (B), soil (C), water resources (D), natural disturbance (E) and human disturbance (F), respectively. The multilevel fuzzy evaluation index system is shown in Figure 3.
Figure 2

Feedback map of the water and soil resource carrying system.

Figure 2

Feedback map of the water and soil resource carrying system.

Close modal
Figure 3

Multilevel fuzzy evaluation index system for water and soil resource carrying system.

Figure 3

Multilevel fuzzy evaluation index system for water and soil resource carrying system.

Close modal

Data source and data processing

This paper analyzes the relevant data since the operation of the irrigation district and investigates the key nodes of the change of water and soil resources carrying capacity, the years 2002, 2010 and 2018 were finally selected as the representative research years. In 2002, the first phase of the irrigation district was completed, and the irrigated area was 38,500 hm2, with an annual water-lifting volume of 322 million m3; in 2010, the second phase of the irrigation district was completed, the irrigated area and the annual water-lifting volume increased to 49,200 hm2 and 386 million m3; in 2018, the irrigation area was basically the same as its current situation, the irrigated area increased to 60,500 hm2 and the annual water-lifting volume increased to 460 million m3 (Liu 2018). In this paper, the data required for the study were obtained by means of long series monitoring, spatial data download and regional information survey. Monitoring data were collected through field surveys and information such as land survey reports were obtained from the irrigation district management. The nature and sources of evaluation indicator data are listed in Table 1.

Table 1

Evaluation index data sources

IndicatorsNature of dataAcquisition method
Topography A Spatial data Geospatial Data Cloud (http://www.gscloud.cn/) + ArcGIS10.2 analysis extraction 
Climate B Spatial data + Geological survey data Geospatial Data Cloud + <Report on Hydrogeological Survey/Census of the Hexi Corridor > (2015) 
Soil C Long series monitoring data + Economic and social data Spatial sampling point deployment monitoring + < Land Survey Report of Jingtaichuan Irrigation District for All Years > (1971–2018) 
Water resources D Long series monitoring data Spatial monitoring point deployment + Groundwater quality physical and chemical property analysis extraction + Surface irrigation water monitoring equipment 
Natural disturbance E Spatial data + Long series monitoring data + Economic and social data Remote sensing interpretation + <Report on the Land Survey of Jingtaichuan Irrigation District in the past years > (1971–2018) 
Human disturbance F Economic and social data <Jingtai County Statistical Yearbook > (1971–2018) + <Report on the Land Survey of Jingtaichuan Irrigation District in the past years > (1971–2018) 
IndicatorsNature of dataAcquisition method
Topography A Spatial data Geospatial Data Cloud (http://www.gscloud.cn/) + ArcGIS10.2 analysis extraction 
Climate B Spatial data + Geological survey data Geospatial Data Cloud + <Report on Hydrogeological Survey/Census of the Hexi Corridor > (2015) 
Soil C Long series monitoring data + Economic and social data Spatial sampling point deployment monitoring + < Land Survey Report of Jingtaichuan Irrigation District for All Years > (1971–2018) 
Water resources D Long series monitoring data Spatial monitoring point deployment + Groundwater quality physical and chemical property analysis extraction + Surface irrigation water monitoring equipment 
Natural disturbance E Spatial data + Long series monitoring data + Economic and social data Remote sensing interpretation + <Report on the Land Survey of Jingtaichuan Irrigation District in the past years > (1971–2018) 
Human disturbance F Economic and social data <Jingtai County Statistical Yearbook > (1971–2018) + <Report on the Land Survey of Jingtaichuan Irrigation District in the past years > (1971–2018) 

In order to realize the spatial faceting of long series monitoring data, the source data need to be applied to ArcGIS for spatial interpolation, and the commonly used interpolation methods are divided into several categories such as inverse distance weight method, natural neighbor method, and ordinary kriging method. Using the normal QQ test of Origin9.1 to test the normality of the sample source data, and the results showed that the above index data satisfied the normal distribution. The cross-validation method and error matrix were introduced to verify and analyze the interpolation accuracy of the results (Sawaya et al. 2003; Ma et al. 2018), and the optimal interpolation method for each element index was finally optimized (Table 2).

Table 2

Interpolation method and accuracy of each evaluation index factor

Characteristic factorsInterpolation modelMAEMRERMSETotal accuracy (%)Kappa coefficient
Soil salinity (%) Inverse distance weight interpolation (power 2) 0.127 0.018 0.052 71.63 0.7176 
Soil electrical conductivity (S/m) Ordinary kriging (spherical function) 0.081 0.007 0.038 63.17 0.6522 
Surface irrigation volume (million m3Inverse distance weight interpolation (power 2) 0.475 0.053 0.301 72.35 0.7165 
Groundwater depth (m) Inverse distance weight interpolation (power 3) 0.363 0.037 0.225 71.56 0.7083 
Mineralization of groundwater (g/L) Inverse distance weight interpolation (power 3) 0.141 0.014 0.037 69.12 0.6931 
Average annual precipitation (mm) Inverse distance weight interpolation (power 2) 8.66 0.823 4.781 70.18 0.7001 
Average annual evaporation (mm) Inverse distance weight interpolation (power 3) 18.42 1.782 10.03 73.07 0.7208 
Characteristic factorsInterpolation modelMAEMRERMSETotal accuracy (%)Kappa coefficient
Soil salinity (%) Inverse distance weight interpolation (power 2) 0.127 0.018 0.052 71.63 0.7176 
Soil electrical conductivity (S/m) Ordinary kriging (spherical function) 0.081 0.007 0.038 63.17 0.6522 
Surface irrigation volume (million m3Inverse distance weight interpolation (power 2) 0.475 0.053 0.301 72.35 0.7165 
Groundwater depth (m) Inverse distance weight interpolation (power 3) 0.363 0.037 0.225 71.56 0.7083 
Mineralization of groundwater (g/L) Inverse distance weight interpolation (power 3) 0.141 0.014 0.037 69.12 0.6931 
Average annual precipitation (mm) Inverse distance weight interpolation (power 2) 8.66 0.823 4.781 70.18 0.7001 
Average annual evaporation (mm) Inverse distance weight interpolation (power 3) 18.42 1.782 10.03 73.07 0.7208 

Cloud model

Concept of cloud model and cloud generator principle

The cloud model can better portray the stochasticity and fluctuation of a fuzzy system, and can organically combine the stochasticity and fuzziness of the studied system through the language of uncertainty, which can more accurately reveal the complex process of land salinization evolution affected by multifactor coupling, and make up for the shortcomings of previous studies. The cloud model is based on three cloud numerical features, Ex (expectation), En (entropy) and He (super entropy) to characterize the fuzziness of multivariate coupling, and its conversion correlation system CG contains two processes, forward and reverse, which can realize the mutual conversion of quantitative values and qualitative concepts. Ex, En, and He represent the cloud droplet center of gravity, cloud droplet dispersion, and cloud droplet thickness, respectively (Sawaya et al. 2003). Their conceptual features and cloud generator principles are shown in Figures 4 and 5.
Figure 4

Numerical characteristics of a normal cloud model.

Figure 4

Numerical characteristics of a normal cloud model.

Close modal
Figure 5

Cloud generator principle.

Figure 5

Cloud generator principle.

Close modal

Evaluation standard cloud

The evolution process of the water and soil resources carrying systems has strong fuzziness. Although the traditional quantitative type evaluation method can eliminate the fuzziness of water and soil resources carrying system, it tends to interfere with the objectivity of evaluation results, and at the same time, it will affect the coupling effect between indicators and the flexibility of evaluation process. Therefore, the golden division method is introduced to divide the carrying status of water and soil resources, and we used V = {V1,V2,V3,V4,V5} = {severe bearing, slight bearing, critical bearing, safe bearing, good bearing} as the set of water and soil resources bearing status rubric. Defining the relationship between adjacent levels as Enmin = 0.618Enmax, Hemin = 0.618Hemax, and set the cloud model parameters of the ‘critical bearing’ state as Ex3 = 0.5, En3 = 0.031, He3 = 0.005. The resulting cloud model parameters for each evaluation level are V1(0,0.103,0.1031), V2(0.309,0.064,0.0081), V3(0.50, 0.031,0.005), V4(0.691,0.064,0.0081) and V5(1,0.103,0.0131). The simulation using MATLAB leads to Figure 6.
Figure 6

Evaluation standard cloud of the water and soil resources carrying status.

Figure 6

Evaluation standard cloud of the water and soil resources carrying status.

Close modal

Combined empowerment method

The determination of the weight of the element indexes has a large impact on the assessment results of the carrying state of regional water and soil resources. In order to make the evaluation results consistent with the actual water and soil resources carrying status of the study area, and avoid subjective and artificial empirical interference. The combined empowerment method is used to determine the weight of each element index, which effectively integrates subjective experience and objective information (Wei & Feng 1998). This method can accurately judge the importance of each influencing element in the water and soil resources carrying system, and the calculation process is shown as follows:
(1)
where, ωi is the weight of the i-th element indicator, n represents the number of indicators, and i is the ranking level.

Affiliation degree cloud model and comprehensive evaluation cloud model

The evaluation value is defined in [0, 1] based on the cloud generator principle. Experts in the field, irrigation district managers and staff are hired to score each element index according to the rubric layer. The rubric data are screened and adjusted to the process so that the entropy and super entropy satisfy He/En < 1/3. The calculation process is shown in Figure 7.
Figure 7

Calculation process of the affiliation cloud model.

Figure 7

Calculation process of the affiliation cloud model.

Close modal
The comprehensive evaluation cloud model is obtained by combining the element index weights and the affiliation degree cloud model. The equation is as follows:
(2)
where, m represents the number of indicators. ωi is the weight of each indicator.

Spatial transfer matrix of water and soil resources carrying capacity

Based on the land use transfer matrix (He et al. 2011), the spatial transfer matrix of the water and soil resources carrying capacity was constructed to target and supervise the distribution characteristics of water and soil resources carrying capacity and the flow direction of different carrying levels in the study area. The spatial differentiation process and transformation relationship of regional water and soil resources carrying capacity in different periods were revealed. Its expression process is shown as follows:
(3)
where, A is the total area of the region, n is the water and soil resources carrying capacity class category, i is the initial land class characteristics, j is the final land class characteristics.

Spatial change pattern mapping of water and soil resources carrying capacity

Water and soil resources carrying capacity change pattern mapping adopts the principle of land class spatial flow change analysis. Based on the statistics of different water and soil resources carrying class mapping, characterizing the ‘space–property–process’ integrated evolution trend and trend of water and soil resources carrying status among different research nodes, which can reveal the pattern of water and soil resources carrying evolution and pattern under the scenario of spatial and temporal dynamic changes at the regional scale. Wang et al. (2011) and Gong et al. (2012) took into account the actual water and soil resources status in each study year in the irrigation area, we used S1, S2, S3, S4 and S5 to classify ‘severe bearing zone V1’, ‘slight bearing zone V2’, ‘critical bearing zone V3’, ‘safe bearing zone V4’ and ‘good bearing zone V5’ respectively. The spatial and temporal evolution patterns of the irrigation area water and soil resources carrying state mapping are defined into five types (Table 3).

Table 3

Division of water and soil resources carrying state-changing pattern map

Change patternCodingChange pattern characteristics
Continuous changing type S1 The water and soil resources carrying status of the study area from the beginning to the end of the study shows a continuous, homogeneous and irreversible evolution of land type characteristics, and the change pattern can be characterized as ‘1-2-3-4’ type 
Recurrent changing type S2 The carrying state of water and soil resources in the study area shows turbulent changes at each study node, and the change pattern is not continuous and single, and the change pattern can be characterized as ‘1-2-1-2’ type 
Pre-changing type S3 The carrying state of water and soil resources in the study area only shows a dynamic evolutionary trend in the early or middle period of the study, and a stable stationary state in the middle and late period of the study, and the change pattern can be characterized as ‘1-2-2-2’ or ‘1-2-3-3’ type 
Post-changing type S4 The carrying state of water and soil resources in the study area only shows a dynamic evolution trend in the middle and late stage of the study, while it is stable and stationary in the early and middle stages of the study, and the change pattern can be characterized as ‘1-1-2-3’ or ‘1-1-1-2’ type 
Continuous stable type S5 The carrying state of water and soil resources in the study area shows a stationary land type characteristic evolution from the beginning to the end of the study, and the change pattern can be characterized as ‘1-1-1-1’ type 
Change patternCodingChange pattern characteristics
Continuous changing type S1 The water and soil resources carrying status of the study area from the beginning to the end of the study shows a continuous, homogeneous and irreversible evolution of land type characteristics, and the change pattern can be characterized as ‘1-2-3-4’ type 
Recurrent changing type S2 The carrying state of water and soil resources in the study area shows turbulent changes at each study node, and the change pattern is not continuous and single, and the change pattern can be characterized as ‘1-2-1-2’ type 
Pre-changing type S3 The carrying state of water and soil resources in the study area only shows a dynamic evolutionary trend in the early or middle period of the study, and a stable stationary state in the middle and late period of the study, and the change pattern can be characterized as ‘1-2-2-2’ or ‘1-2-3-3’ type 
Post-changing type S4 The carrying state of water and soil resources in the study area only shows a dynamic evolution trend in the middle and late stage of the study, while it is stable and stationary in the early and middle stages of the study, and the change pattern can be characterized as ‘1-1-2-3’ or ‘1-1-1-2’ type 
Continuous stable type S5 The carrying state of water and soil resources in the study area shows a stationary land type characteristic evolution from the beginning to the end of the study, and the change pattern can be characterized as ‘1-1-1-1’ type 

The data of each coding map unit were fused and the maps were compared to obtain the spatial change map information for the different water and soil resources carrying state at the regional scale. The calculation equation is as follows:
(4)
where, a, b, c, d denote the raster attributes of the spatial mapping of water and soil resources carrying status at the beginning, the middle and early stages, the middle and late stages, and the end of the study period respectively; M means the raster attributes of the mapping of different carrying status changes during the study period.

Spatial and temporal distribution characteristics of indicator factors

Topographic factors

Through the interpretation of topographic elements, it was found that the elevation of the study area ranges from 1,512 to 2,237 m, showing an overall trend of gradually decreasing from the west to the east (Figure 8(a)); the slope is mainly distributed between 0° and 9.0°, and the regional ground slope is relatively gentle, which is suitable for agricultural production activities (Figure 8(b)).
Figure 8

Spatial interpolation results of topographic factors in Jingdian irrigation area (a) elevation, (b) slope.

Figure 8

Spatial interpolation results of topographic factors in Jingdian irrigation area (a) elevation, (b) slope.

Close modal

Climate factors

From the spatial interpolation of the long series monitoring data, we found that the average value of annual evaporation in the irrigation area is around 2,300 mm, with no significant spatial differences (Figure 9(a)); average annual precipitation is around 180 mm, with a spatial trend of more in the east and less in the west due to the influence of desert climates such as the Gobi (Figure 9(b)).
Figure 9

Spatial interpolation results of climate factors in Jingdian irrigation area (a) average annual evaporation, (b) average annual precipitation.

Figure 9

Spatial interpolation results of climate factors in Jingdian irrigation area (a) average annual evaporation, (b) average annual precipitation.

Close modal

Soil salinity

Soil salinity was superimposed on the 100 cm soil layer in the irrigation area with 20 cm as the equal difference, and the measured soil salinity data were spatially interpolated. From Figure 10, it can be seen that salinization is the most serious in the eastern part of the study area, and the soil salinization is relatively weak in the central part due to the land use pattern. From 2002 to 2018, due to human activity interference and long-term unreasonable irrigation patterns, salts infiltrated into the soil with irrigation water, and the salts were retained in the soil after the water dissipated through evaporation, which in turn caused a dramatic increase in soil salinity in the study area. The average value of its salinity characteristics increased by 0.16%, indicating that the overall soil salinization in the irrigation area is in a deteriorating trend.
Figure 10

Spatial interpolation results of soil salinity (a) 2002, (b) 2010, (c) 2018.

Figure 10

Spatial interpolation results of soil salinity (a) 2002, (b) 2010, (c) 2018.

Close modal

Soil electrical conductivity

Soil conductivity is related to factors such as soil structure, moisture and groundwater salinity, and can better reflect the actual soil physicochemical state of soil salinization. Spatial interpolation of soil electrical conductivity measurement data, and we can found that the average soil electrical conductivity in the study area increased by 0.22 ms/cm (Figure 11). An obvious ecological evolution occurred in the eastern part of the region. The lack of rainwater drenching and strong evaporation of water from the irrigated soils under high-temperature conditions has led to an increase in soil salinity, which in turn has led to an increase in soil conductivity. This indicates that the regional land resources have changed the equilibrium of water, heat and salt in the natural state, and the soil salinity, moisture and organic matter have undergone obvious anthropogenic-driven evolutionary processes.
Figure 11

Spatial interpolation results of soil electrical conductivity (a) 2002, (b) 2010, (c) 2018.

Figure 11

Spatial interpolation results of soil electrical conductivity (a) 2002, (b) 2010, (c) 2018.

Close modal

Groundwater depth

As can be seen from Figure 12, the average groundwater depth of the study area from 2002 to 2018 decreased by 2.66 m. Under the influence of unreasonable irrigation patterns, the regional groundwater recharge rate is greater than the discharge rate, which breaks the equilibrium of groundwater recharge and discharge in the natural state. The overall trend of groundwater depth is decreasing, and the groundwater level is rising, with the most obvious characteristics in the basin areas of Caohuotan Township, Luyang Township, and Xijing -Dajing -Haizitan Township.
Figure 12

Spatial interpolation results of groundwater depth (a) 2002, (b) 2010, (c) 2018.

Figure 12

Spatial interpolation results of groundwater depth (a) 2002, (b) 2010, (c) 2018.

Close modal

Mineralization of groundwater

The spatial interpolation results show (Figure 13) that the mineralization of groundwater in the irrigation area decreases spatially from the east to the northwest in an arc shape, and increases in time scale, with the maximum value increasing from 4.58 g/L in 2002 to 6.86 g/L in 2018. The mineralization of groundwater in the eastern part of the irrigation area increases more obviously, because of the poor drainage of groundwater in this area and the land washing process in the context of irrigation promotes the accumulation of salts and mineralized substances in groundwater, so that its mineralization evolves from implicitly decreasing to explicitly increasing.
Figure 13

Spatial interpolation results of mineralization of groundwater (a) 2002, (b) 2010, (c) 2018.

Figure 13

Spatial interpolation results of mineralization of groundwater (a) 2002, (b) 2010, (c) 2018.

Close modal

Surface irrigation volume

From Figure 14, it can be seen that the average surface irrigation volume in the study area has increased by 158,700 m3, with a relatively stable increasing trend overall. The irrigation volume in the eastern region is relatively small due to the influence of topographic features and land use patterns, while the irrigation volume in other regions increases with the increase of different water demands and the intensification of human activities.
Figure 14

Spatial interpolation results of the surface irrigation volume (a) 2002, (b) 2010, (c) 2018.

Figure 14

Spatial interpolation results of the surface irrigation volume (a) 2002, (b) 2010, (c) 2018.

Close modal

Vegetation coverage

Based on Landsat series remote sensing image data, the vegetation coverage of the irrigation area was calculated using the image dichotomous model. Considering the land use types in the study area, the vegetation coverage was divided into four classes, as listed in Table 4.

Table 4

Vegetation coverage classification results of the Jingdian irrigation area

ClassificationVegetation cover degreeLand cover characteristic
Very low coverage <10% Sandy land, Gobi, residential areas, etc. 
Low coverage 10% ≤ VFC < 30% Sparse grassland 
Medium coverage 10% ≤ VFC < 30% High-cover grassland, woodland and dryland 
High coverage VFC ≥ 60% Dense woodland, high-cover grassland and cultivated land 
ClassificationVegetation cover degreeLand cover characteristic
Very low coverage <10% Sandy land, Gobi, residential areas, etc. 
Low coverage 10% ≤ VFC < 30% Sparse grassland 
Medium coverage 10% ≤ VFC < 30% High-cover grassland, woodland and dryland 
High coverage VFC ≥ 60% Dense woodland, high-cover grassland and cultivated land 

From the results (Figure 15) of spatial interpretation of vegetation coverage, it can be seen that the vegetation coverage of the irrigation area increased spatially significantly from 2002 to 2018, while due to the continuous improvement of the structure of irrigation distribution facilities in the Phase II irrigation area, the spatial and temporal trend of the gradual evolution from Phase I to Phase II irrigation area is characterized. The statistical vegetation coverage using the analysis and statistics module of ArcGIS10.2 obtained, we found that the percentage of very low vegetation coverage in the irrigation area decreased by 20.93% and the percentage of high vegetation coverage increased by 24.17% from 2002 to 2018, indicating that the overall trend of vegetation coverage in the irrigation area showed a transition from low cover to high cover.

Water–soil coordination

The degree of water–soil coordination is the ratio of regional unit water resources to land resources, and its magnitude reflects the ability of water and soil resources adaptation and land resources development status in the study area. From the interpolation results (Figure 16) of the water–soil coordination degree, it can be seen that the water–soil coordination degree of the irrigation area improved with the irrigation water allocation process from 2002 to 2018, and the average value increased by 0.50. However, because the areas near the Gobi, wasteland and other land types are still relatively arid, the water–soil coordination is still low and the water–soil resource carrying pressure is high, so it is necessary to strengthen the optimal allocation of soil–water resources in these areas to improve their water–soil environment self-healing capacity.
Figure 15

Spatial interpolation results of vegetation coverage (a) 2002, (b) 2010, (c) 2018.

Figure 15

Spatial interpolation results of vegetation coverage (a) 2002, (b) 2010, (c) 2018.

Close modal
Figure 16

Spatial interpolation results of water–soil coordination (a) 2002, (b) 2010, (c) 2018.

Figure 16

Spatial interpolation results of water–soil coordination (a) 2002, (b) 2010, (c) 2018.

Close modal

Surface temperature

Based on Landsat thermal infrared data, the single window algorithm was used to invert the surface temperature at different study nodes in the study area. According to the natural intermittent grading method, the surface temperature within the irrigation area was classified into five categories: low-temperature zone, sub-low-temperature zone, medium temperature zone, sub-high-temperature zone and high-temperature zone. From Figure 17, we can see that the area of the low-temperature zone increases and the area of the high-temperature zone decreases in the irrigation area, and the high-temperature zone and sub-high-temperature zone are mainly distributed in the Gobi and desert areas, and the overall surface temperature shows a trend from high to low temperature, indicating that the energy balance in the irrigation area evolves toward a stable state.
Figure 17

Spatial interpolation results of surface temperature (a) 2002, (b) 2010, (c) 2018.

Figure 17

Spatial interpolation results of surface temperature (a) 2002, (b) 2010, (c) 2018.

Close modal

Land contamination load

Land pollution load is an important physicochemical index reflecting the accumulated degree of pollutants after the land has been affected by human production activities. As can be seen from Figure 18, the spatial distribution pattern of land contamination load is higher in the Phase I irrigation area than in the Phase II irrigation area, and higher in the central and western parts of the Phase I irrigation area than in other areas, where the high contamination areas are mainly located in towns and densely populated areas; in the time scale, the average value of land contamination load in the irrigation area increased by 2.18 kg·hm−2 from 2002 to 2018, indicating that land contamination load increases with the intensification of human activities.
Table 5

Index weight of process layer

IndexU1U2U3
Queue level 
Weights 0.65 0.65 
Normalization 0.28 0.44 0.28 
IndexU1U2U3
Queue level 
Weights 0.65 0.65 
Normalization 0.28 0.44 0.28 
Table 6

Index weight of factor layer

IndexABCDEF
Queue level 
Weights 0.5 0.5 0.50 
Normalization 0.33 0.67 0.67 0.33 0.67 0.33 
IndexABCDEF
Queue level 
Weights 0.5 0.5 0.50 
Normalization 0.33 0.67 0.67 0.33 0.67 0.33 
Table 7

Index weight of state layer

IndexA1A2B1B2C1C2D1
Queue level 
Weights 0.50 0.50 0.50 0.50 
Normalization 0.50 0.50 0.67 0.33 0.67 0.33 0.44 
IndexD2D3E1E2E3F1/
Queue level 
Weights 0.65 0.65 0.50 0.70 
Normalization 0.28 0.28 0.23 0.45 0.32 
IndexA1A2B1B2C1C2D1
Queue level 
Weights 0.50 0.50 0.50 0.50 
Normalization 0.50 0.50 0.67 0.33 0.67 0.33 0.44 
IndexD2D3E1E2E3F1/
Queue level 
Weights 0.65 0.65 0.50 0.70 
Normalization 0.28 0.28 0.23 0.45 0.32 
Figure 18

Spatial interpolation results of land contamination load (a) 2002, (b) 2010, (c) 2018.

Figure 18

Spatial interpolation results of land contamination load (a) 2002, (b) 2010, (c) 2018.

Close modal

Solution of weights

Consult experts in this field, according to the importance of indicators to determine the index queuing level, by Equation (1) to calculate the process layer, factor layer and state layer index weight (Tables 5–7). According to Table 8, the driving effect of each factor index on the evolution process of water and soil resources carrying the state in irrigation area is as follows: soil–water coordination > groundwater depth > mineralization of groundwater > soil salinity > surface irrigation volume > surface temperature > land contamination load > average annual evaporation > average annual precipitation > vegetation coverage > soil electrical conductivity > elevation > slope. This shows that soil salinity, groundwater depth, groundwater salinity, surface irrigation amount and water and soil coordination degree are the key factors driving the evolution process of water and soil resources carrying state in the irrigation area.

Table 8

Comprehensive weight of state layer index

IndexA1A2B1B2C1C2D1
Queue level (i12 13 11 
Weights (ωi0.382 0.349 0.618 0.581 0.747 0.419 0.849 
Normalization(ωi*) 0.046 0.042 0.075 0.070 0.090 0.051 0.103 
IndexD2D3E1E2E3F1/
Queue level (i10 
Weights (ωi0.789 0.712 0.500 0.681 0.650 
Normalization(ωi*) 0.095 0.086 0.060 0.121 0.082 0.079 
IndexA1A2B1B2C1C2D1
Queue level (i12 13 11 
Weights (ωi0.382 0.349 0.618 0.581 0.747 0.419 0.849 
Normalization(ωi*) 0.046 0.042 0.075 0.070 0.090 0.051 0.103 
IndexD2D3E1E2E3F1/
Queue level (i10 
Weights (ωi0.789 0.712 0.500 0.681 0.650 
Normalization(ωi*) 0.095 0.086 0.060 0.121 0.082 0.079 

Comprehensive assessment of water and soil resources carrying capacity

Three experts in this field, four daily staff in the irrigation area and three management personnel are invited to make a combined evaluation meeting. Based on the evaluation layer, the corresponding element indexes of different research nodes are objectively evaluated. According to Figure 7, the cloud model characteristic parameters of the state layer, factor layer and process layer are calculated. The cloud model parameters of compre–hensive evaluation are calculated using Equation (2). The characteristic parameters of the process layer and comprehensive evaluation the cloud model of each research node are listed in Table 9.

Table 9

Process layer and comprehensive evaluation of cloud model parameters

Research yearCloud digital characteristics
Process layer U1Process layer U2Process layer U3Comprehensive evaluation cloud
2002 (0.3499, 0.0259, 0.0069) (0.5756, 0.0231, 0.0080) (0.5435, 0.0219, 0.0059) (0.5034, 0.0236, 0.0071) 
2010 (0.3653, 0.0220, 0.0033) (0.6310, 0.0192, 0.0056) (0.6380, 0.0254, 0.0099) (0.5586, 0.0218, 0.0062) 
2018 (0.3871, 0.0249, 0.0064) (0.6628, 0.0246, 0.0049) (0.7104, 0.0256, 0.0075) (0.5989, 0.0249, 0.0061) 
Research yearCloud digital characteristics
Process layer U1Process layer U2Process layer U3Comprehensive evaluation cloud
2002 (0.3499, 0.0259, 0.0069) (0.5756, 0.0231, 0.0080) (0.5435, 0.0219, 0.0059) (0.5034, 0.0236, 0.0071) 
2010 (0.3653, 0.0220, 0.0033) (0.6310, 0.0192, 0.0056) (0.6380, 0.0254, 0.0099) (0.5586, 0.0218, 0.0062) 
2018 (0.3871, 0.0249, 0.0064) (0.6628, 0.0246, 0.0049) (0.7104, 0.0256, 0.0075) (0.5989, 0.0249, 0.0061) 

The calculated results show that the entropy and super entropy of the comprehensive evaluation cloud model in 2002, 2010 and 2018 are 0.0236, 0.0218, 0.0249 and 0.0058, 0.0071, 0.0062 and 0.0061, respectively. The value is small and the He/En is less than 1/3, indicating that the cloud droplet atomization degree is low and the reliability is high. Based on MATLAB, the digital characteristics of cloud model for the comprehensive evaluation of the water and soil resources carrying status of different research nodes in irrigation areas are intuitively expressed by cloud images. The results are shown in Figure 19.
Figure 19

Comprehensive evaluation cloud chart of water and soil resources carrying state (a) 2002 (b) 2010 (c) 2018.

Figure 19

Comprehensive evaluation cloud chart of water and soil resources carrying state (a) 2002 (b) 2010 (c) 2018.

Close modal

From Figure 19, it can be seen that the carrying state of water and soil resources in the irrigation area in 2002, 2010 and 2018 is ‘critical bearing’, ‘critical bearing–safe bearing’ and ‘critical bearing–safe bearing’, respectively. The whole process is in a healthy and sustainable evolution. Referring to the research results done by Liu (2018) and Zhu (2020), the evaluation results are consistent with the actual water and soil resource carrying status of the Jingdian irrigation area in China. It indicates that the carrying capacity of water and soil resources in the Jingdian irrigation area has been improved, but the improvement rate is gradually weakening. The reason is that the regional water transfer has greatly alleviated the problem of poor adaptability and coordination between water resources and land resources in irrigation areas, and has largely realized the optimal allocation of regional water and land resources. Human predatory development of water and soil resources in the region resulted in increased land reclamation rate and increased pollutant load; unscientific irrigation mode leads to the increase of groundwater depth and groundwater salinity, which makes soil salinization gradually become the key problem restricting the improvement of water and soil resources in the irrigation area.

To further verify the reliability of the evaluation results, the fuzzy comprehensive evaluation method (Xu & Li 2006) and the cloud center of gravity evaluation method (Yang et al. 2014) were introduced to analyze the results. The results are compared with those obtained from the comprehensive evaluation cloud model, and the results are shown in Table 10.

Table 10

Error analysis of evaluation results

YearComprehensive evaluation cloud modelFuzzy comprehensive evaluation modelCloud center of gravity evaluation modelError value 1Error value 2
1994 (0.4467, 0.0248, 0.0058) 0.4535 0.4428 1.52% 0.87% 
2002 (0.5034, 0.0236, 0.0071) 0.5074 0.4986 0.79% 0.95% 
2010 (0.5586, 0.0218, 0.0062) 0.5622 0.5437 0.64% 2.67% 
2018 (0.5989, 0.0249, 0.0061) 0.6014 0.5924 0.42% 1.09% 
YearComprehensive evaluation cloud modelFuzzy comprehensive evaluation modelCloud center of gravity evaluation modelError value 1Error value 2
1994 (0.4467, 0.0248, 0.0058) 0.4535 0.4428 1.52% 0.87% 
2002 (0.5034, 0.0236, 0.0071) 0.5074 0.4986 0.79% 0.95% 
2010 (0.5586, 0.0218, 0.0062) 0.5622 0.5437 0.64% 2.67% 
2018 (0.5989, 0.0249, 0.0061) 0.6014 0.5924 0.42% 1.09% 

Note: Error value 1 is the error value of the fuzzy comprehensive evaluation method and comprehensive evaluation cloud; error value 2 is the error value of the cloud center of gravity evaluation method and comprehensive evaluation cloud.

From the comparative analysis of the three evaluation results, the evaluation results obtained by the comprehensive evaluation cloud are closer to those obtained by the other two models, with the maximum error value of 2.67% and the minimum value of only 0.42%, indicating a higher evaluation accuracy. The evaluation results obtained by using the comprehensive evaluation cloud method have three numerical characteristics, which are expectation (Ex), entropy (En), and super entropy (He), and the above three numerical characteristics represent the average level, reliability, and stability of the evaluation results, respectively. The other two evaluation methods, whose evaluation results are characterized by only one numerical feature, can represent the correctness of the evaluation results to a certain extent, but the reliability of their results cannot be characterized. In contrast, the evaluation results obtained by using the comprehensive evaluation cloud are richer and more reliable, and have more advantages in terms of information advantages and flexibility.

Spatial–temporal differentiation characteristics of water and soil resource carrying capacity

Spatiotemporal overlay analysis of water and soil resources carrying capacity

Combined with the classification of the water and soil resources carrying capacity and the comprehensive weight of evaluation index factors, ArcGIS was used to carry out grid-weighted superposition of each driving factor of water and soil resources carrying system in irrigation area, and the spatial distribution map of water and soil resources carrying state in different periods of irrigation area was obtained, as shown in Figure 20. The spatial distribution area of each research node carrying state was counted, as shown in Table 11.
Table 11

Spatial changes in the soil and water resources carrying capacity 2002–2018

Land use types2002
2010
2018
Area hm2Proportion %Area hm2Proportion %Area hm2Proportion %
Good bearing 19,717.9 12.60 26,980.4 17.24 32,834.19 20.98 
Safe bearing 26,603.39 17.00 30,930.16 19.76 32,321.76 20.65 
Critical bearing 36,656.48 23.42 33,804.77 21.60 31,672.68 20.24 
Slight bearing 43,969.33 28.09 42,170.05 26.95 40,122.04 25.64 
Severe bearing 29,555.9 18.89 22,617.62 14.45 19,552.33 12.49 
Land use types2002
2010
2018
Area hm2Proportion %Area hm2Proportion %Area hm2Proportion %
Good bearing 19,717.9 12.60 26,980.4 17.24 32,834.19 20.98 
Safe bearing 26,603.39 17.00 30,930.16 19.76 32,321.76 20.65 
Critical bearing 36,656.48 23.42 33,804.77 21.60 31,672.68 20.24 
Slight bearing 43,969.33 28.09 42,170.05 26.95 40,122.04 25.64 
Severe bearing 29,555.9 18.89 22,617.62 14.45 19,552.33 12.49 
Figure 20

Spatial distribution of the water and soil resources carrying state (a) 2002, (b) 2010, (c) 2018.

Figure 20

Spatial distribution of the water and soil resources carrying state (a) 2002, (b) 2010, (c) 2018.

Close modal

As can be seen from Figure 20 and Table 11, the overall carrying status of water and soil resources in the study area from 2002 to 2018 characterizes the evolution of a severe bearing area and a slight bearing area decreasing, and the area of critical bearing area, safe bearing area and good bearing area were gradually increasing, with the area of good bearing area increasing by 8.38% and the area of severe bearing area decreasing by 6.4%. With the continuous improvement of irrigation and water distribution facilities in the irrigation area, the area of arable land in the area has been increasing and the area of sand and grass has been decreasing, and as a result of this feedback, the vegetation coverage in the irrigation area has increased, the light and heat conditions have improved and the coordination of water and soil has tended to be suitable. With the combined effects of unreasonable exploitation of water and soil resources in the irrigation area by human production activities and geological structural conditions, surface ecological degradation, mainly soil salinization and secondary salinization, has occurred in the eastern part of the irrigation area in Luyang, Caowotan and Wufo. Gobi and sandy land are the main areas for use in Zhitan, Xijing, southern Manshuitan and northern Shangshawo, the water and soil environment has been greatly improved with water irrigation, but it is still a serious carrying area for water and soil resources due to the limitation of its environmental background. At the same time, the increase in construction and transportation land and the intensification of land contamination load bring new challenges to the water and soil resources carrying status of the irrigation area, showing a spatial state of decreasing from the urban area to the surrounding townships in an arc.

Water and soil resources carrying capacity change mapping analysis

The spatial change mapping of water and soil resources carrying state is calculated using Equation (4), and the spatial flow direction of water and soil resources carrying state in the irrigation area from 2002 to 2018 is analyzed. The results are listed in Table 12.

Table 12

Analysis of water and soil resources carrying capacity change mapping in the study area from 2002–2018

Evolutionary patternNumber of pixelsEvolutionary area/hm2Evolutionary area maximum pixels
Type of change areaArea/hm2Percentage/%
Continuous changing type 625,385 56,341.08 Slight bearing–critical bearing–safe bearing 32,503.17 57.69 
Recurrent changing type 138,974 12,520.24 Critical bearing–slight bearing–critical bearing 2,863.38 22.87 
Pre-changing type 399,552 35,995.69 Critical bearing–safe bearing–safe bearing 9,902.41 27.51 
Post-changing type 364,808 32,865.63 Severe bearing–slight bearing–critical bearing 7,762.86 23.62 
Continuous stable type 208,461 18,780.36 Severe bearing–severe bearing–severe bearing 7,482.09 39.84 
Evolutionary patternNumber of pixelsEvolutionary area/hm2Evolutionary area maximum pixels
Type of change areaArea/hm2Percentage/%
Continuous changing type 625,385 56,341.08 Slight bearing–critical bearing–safe bearing 32,503.17 57.69 
Recurrent changing type 138,974 12,520.24 Critical bearing–slight bearing–critical bearing 2,863.38 22.87 
Pre-changing type 399,552 35,995.69 Critical bearing–safe bearing–safe bearing 9,902.41 27.51 
Post-changing type 364,808 32,865.63 Severe bearing–slight bearing–critical bearing 7,762.86 23.62 
Continuous stable type 208,461 18,780.36 Severe bearing–severe bearing–severe bearing 7,482.09 39.84 

As obtained from Table 12, the overall intensity of the evolution pattern of water and soil resources carrying state in the study area from 2002 to 2018 is: continuous changing type > pre-changing type > post-changing type > continuous stable type > recurrent changing type. In the continuous changing type, the water and soil resource carrying state of the irrigation area is in a benign evolutionary trend, indicating that the regional water and soil coordination capacity is in an improved state; in the recurrent changing type, the contradiction between human production activities and water and soil coordination in the local area is intensified and begins to become a constraint factor for water and soil resource carrying. In the pre-changing type, the regional water and soil coordination ability improved continuously with water lifting and irrigation at the early stage, but at the later stage, it was mainly restricted by natural geographic features and human production activities, and the state of water and soil resources was stabilized at the ‘ safe bearing’ level; the post-changing type was concentrated in Phase II, and after the completion of water-lifting project in the middle and later stage, the water and soil resources carrying state only tends to evolve healthily. Due to the constraints of the original environmental background in the study area, the continuous stable type is mainly distributed in areas with very poor coordination of water and soil resources such as Gobi, sandy land and uncultivated land.

Water and soil resources carrying capacity evolution flow analysis

Using the spatial transfer matrix statistics to calculate the spatial transfer process of different water and soil resources carrying states, the transfer area matrix of water and soil resources carrying states in different periods in the irrigation area is listed in Tables 13 and 14, where the rows represent the initial period and the columns represent the final period.

Table 13

Transfer area matrix of the water and soil resources carrying capacity from 2002 to 2010

Water and soil resources carrying status2010
Good bearingSafe bearingCritical bearingSlight bearingSevere bearingTotal
2002 Good bearing 17,124.32 1,569.35 858.96 159.32 5.95 19,717.90 
Safe bearing 6,552.24 18,017.62 1,471.36 545.21 16.96 26,603.39 
Critical bearing 2,987.61 10,074.77 22,093.85 1,287.44 212.81 36,656.48 
Slight bearing 312.17 1,124.89 8,014.39 32,294.32 2,223.56 43,969.33 
Severe bearing 4.06 143.53 1,366.21 7,883.76 20,158.34 29,555.90 
Total 26,980.40 30,930.16 33,804.77 42,170.05 22,617.62 156,503.00 
Water and soil resources carrying status2010
Good bearingSafe bearingCritical bearingSlight bearingSevere bearingTotal
2002 Good bearing 17,124.32 1,569.35 858.96 159.32 5.95 19,717.90 
Safe bearing 6,552.24 18,017.62 1,471.36 545.21 16.96 26,603.39 
Critical bearing 2,987.61 10,074.77 22,093.85 1,287.44 212.81 36,656.48 
Slight bearing 312.17 1,124.89 8,014.39 32,294.32 2,223.56 43,969.33 
Severe bearing 4.06 143.53 1,366.21 7,883.76 20,158.34 29,555.90 
Total 26,980.40 30,930.16 33,804.77 42,170.05 22,617.62 156,503.00 
Table 14

Transfer area matrix of water and soil resources carrying capacity from 2010 to 2018

Water and soil resources carrying status2018
Good bearingSafe bearingCritical bearingSlight bearingSevere bearingTotal
2010 Good bearing 22,075.38 3,189.21 1,382.33 329.85 3.63 26,980.40 
Safe bearing 8,624.97 20,171.53 1,573.81 515.72 44.13 30,930.16 
Critical bearing 1,687.32 8,394.31 22,487.94 997.51 237.69 33,804.77 
Slight bearing 441.39 514.22 6,045.28 34,271.85 897.31 42,170.05 
Severe bearing 5.13 52.49 183.32 4,007.11 18,369.57 22,617.62 
Total 32,834.19 32,321.76 31,672.68 40,122.04 19,552.33 156,503.00 
Water and soil resources carrying status2018
Good bearingSafe bearingCritical bearingSlight bearingSevere bearingTotal
2010 Good bearing 22,075.38 3,189.21 1,382.33 329.85 3.63 26,980.40 
Safe bearing 8,624.97 20,171.53 1,573.81 515.72 44.13 30,930.16 
Critical bearing 1,687.32 8,394.31 22,487.94 997.51 237.69 33,804.77 
Slight bearing 441.39 514.22 6,045.28 34,271.85 897.31 42,170.05 
Severe bearing 5.13 52.49 183.32 4,007.11 18,369.57 22,617.62 
Total 32,834.19 32,321.76 31,672.68 40,122.04 19,552.33 156,503.00 

According to the above spatial transfer area matrix, the largest transfer area of irrigation area from 2002 to 2010 is the transfer of ‘critical bearing–safe bearing’, followed by the transfer of ‘slight bearing–critical bearing’ ; from 2010 to 2018, the transfer area of ‘safe bearing–good bearing’ is the largest, followed by ‘critical bearing–safe bearing’. Through comprehensive analysis of the overall transfer process, it is found that the carrying capacity of water and soil resources in the irrigation area from 2002 to 2018 presents a transition trend of ‘severe bearing–slight bearing–critical bearing–safe bearing–good bearing’, and the spatial transfer speed is gradually weakening. The reason is that the evolution rate of the environmental restoration process is slowing due to the vulnerability of the environment, and the predatory exploitation of water and soil resources by human production activities further slows down this healthy evolution.

  • (1)

    The comprehensive evaluation cloud model parameters of the study area in 2002, 2010 and 2018 are Z2002 = (0.5034, 0.0236, 0.0071), Z2010 = (0.5586, 0.0218, 0.0062), Z2018 = (0.5989, 0.0249, 0.0061), respectively. The water and soil resources carrying status of each study node are ‘critical bearing’, ‘critical bearing–good bearing’, ‘critical bearing–good bearing’, and the overall in a state of continuous improvement, but the improvement rate is gradually decreasing.

  • (2)

    The degree of influence of the driving factors on the evolution of the carrying state of water and soil resources is: water-soil coordination > groundwater depth > mineralization of groundwater > soil salinity > surface irrigation volume > surface temperature > land contamination load > average annual evaporation > average annual precipitation > vegetation coverage > soil electrical conductivity > elevation > slope, and the key driving factors are water-soil coordination, groundwater depth, mineralization of groundwater and soil salinity.

  • (3)

    The trend of changes in the carrying status of water and soil resources in the study area from 2002 to 2018 showed a decrease in the area of severe bearing and slight bearing areas, and an increase in the area of critical bearing, safe bearing and good bearing areas. The evolution pattern of water and soil resources in the irrigation area is: continuous changing type > pre-changing type > post-changing type > continuous stable type > recurrent changing type, and its spatial and temporal evolution trend is ‘severe bearing–slight bearing–critical bearing–safe bearing–good bearing’.

  • (4)

    During 2002–2018, the northwestern and south-central areas of the irrigation area showed a good evolution of water and soil resources carrying status, and the water and soil resources carrying capacity level has been improved to a certain extent. The serious bearing area is mainly distributed in the areas of Zhitan, Xijing, southern Manshuitan, northern Shang Shawo, etc. The bearing state of water and soil resources presents a spatial state of decreasing from the town to the surrounding areas by arc shooting type.

This research was funded by the Support Program for Leading Talents in Science and Technology Innovation in Central Plains, grant number 204200510048; the Zhejiang Province Basic Public Welfare Research Program Project, grant number LZJWD22E090001; Zhejiang Province Key R&D Program Project, grant number 2021C03019; the Henan Province Science and Technology Tackling Project, grant number 212102310273; and the Henan Province Key Scientific Research Projects Program for Higher Education Institutions, grant number 20A570006.

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

The authors declare there is no conflict.

Ait-Aoudia
M. N.
&
Berezowska-Azzag
E.
2014
Algiers carrying capacity with respect to per capita domestic water use
.
Sustainable Cities and Society
13
,
1
11
.
Felix
O.
,
Diekkrueger
B.
,
Steup
G.
,
Yira
Y.
,
Hoffmann
T.
,
Rode
M.
&
Naeschen
K.
2018
Modeling the effect of land use and climate change on water resources and soil erosion in a tropical West African catchment (Dano, Burkina Faso) using SHETRAN
.
The Science of the Total Environment
653
,
431
445
.
Gong
W.
,
Yuan
L.
&
Fan
W.
2012
Dynamic change and prediction of land use in Harbin city based on CA-Markov model
.
Transactions of the Chinese Society of Agricultural Engineering (Transactions of the CSAE)
28
(
14
),
216
222
.
He
G.
2019
Evaluation of Spatial Optimization of Land and Water Resources in Northern China and Its Ecological Effects
.
China Institute of Water Resources and Hydropower Research
,
Beijing
.
He
D.
,
Zhou
J.
,
Gao
W.
,
Guo
H.
&
Liu
Y.
2014
An integrated CA-Markov model for dynamic simulation of land use change in lake Dianchi watershed
.
Acta Scientiarum Naturalium Universitatis Pekinensis
50
(
06
),
1095
1105
.
Jiang
Q.
,
Fu
Q.
&
Wang
Z.
2011
Evaluation and regional differences of water resources carrying capacity in Sanjiang plain
.
Transactions of the CSAE
27
(
9
),
184
190
.
Liu
L.
2018
Process Research of Water and Salt Spatial Differentiation Based on Arc GIS in Jingtaichuan Yellow River Pumping-Irrigation Area
.
North China University of Water Resources and Electric Power
,
Zhengzhou
.
Lv
T.
2015
Research on Comprehensive Evaluation of Land-Water Resources Carrying Capacity and its Regulations Mechanism – A Case Study of Guiyang City
.
Zhejiang University
,
Hangzhou
.
Ma
H.
,
Yu
T.
,
Yang
Z.
,
Hou
Q.
,
Zeng
Q.
&
Wang
R.
2018
Spatial interpolation methods and pollution assessment of heavy metals of soilin typical areas
.
Environmental Science
39
(
10
),
4684
4693
.
Motoshita
M.
,
Pfister
S.
&
Finkbeiner
M.
2020
Regional carrying capacities of freshwater consumption-current pressure and its sources
.
Environmental Science and Technology
54
(
14
),
9083
9094
.
Ren
S.
,
Fu
Q.
&
Wang
K.
2011
Regional agricultural water and soil resources carrying capacity based on macro-micro scale in Sanjiang plain
.
Transactions of the Chinese Society of Agricultural Engineering (Transactions of the CSAE)
27
(
02
),
8
14
.
Sawaya
K. E.
,
Olmanson
L. G.
,
Heinert
N. J.
,
Brezonik
P. L.
&
Bauer
M. E.
2003
Extending satellite remote sensing to local scales: land and water resource monitoring using high-resolution imagery
.
Remote Sensing of Environment
88
(
1–2
),
144
156
.
Setegn
S. G.
,
Srinivasan
R.
,
Dargahi
B.
&
Melesse
A. M.
2009
Spatial delineation of soil erosion vulnerability in the Lake Tana Basin, Ethiopia
.
Hydrological Processes
23
(
26
),
3738
3750
.
Wang
R.
2017
Study of the Characteristics of Soil Salinization and Law of Water-Salt Transport in Jing Dian Irrigation District
.
North China University of Water Resources and Electric Power
,
Zhengzhou
.
Wang
Y.
,
Yu
X.
,
He
K.
,
Li
Q.
,
Zhang
Y.
&
Song
S.
2011
Dynamic simulation of land use change in Jihe watershed based on CA-Markov model
.
Transactions of the Chinese Society of Agricultural Engineering (Transactions of the CSAE)
27
(
12
),
330
336 + 442
.
Wei
W.
&
Feng
J.
1998
Study on multiobjective weights combination assigning method
.
Systems Engineering and Electronics
20
(
2
),
14
16
.
Xu
C.
2010
Research on the Effect of Local Water and Soil Environment Caused by Water-Salt Transportation in Jing-Dian Irrigation District
.
Lanzhou University
,
Lanzhou
.
Xu
J.
&
Li
K.
2006
Application of fuzzy theory on slope stability assessment for expressway
.
The Chinese Journal of Geological Hazard and Control
02
,
61
64
.
Xu
C.
,
Tian
J.
,
Wang
G.
,
Nie
J.
&
Zhang
H.
2019
Dynamic simulation of soil salt transport in arid irrigation areas under the HYDRUS-2D-Based rotation irrigation mode
.
Water Resources Management
33
(
10
),
3499
3512
.
Xu
C.
,
Liu
Z.
,
Zhu
X.
,
Tian
J.
,
Gu
F.
&
Wang
Y.
2021
Water and soil environmental vulnerability of artificial oases in arid areas and its temporal and spatial differentiation and evolution
.
Water Supply
21
(
6
),
2646
2664
.
Yang
F.
,
Wang
B.
,
Zhao
H.
&
Wu
J.
2014
Effectiveness evaluation for strategy early-warning information system based on cloud model
.
Systems Engineering and Electronics
36
(
07
),
1334
1338
.
Zhu
X.
2020
Spatial-Temporal Evolution of Water and Soil Vulnerability in Jingdian Irrigation District
.
North China University of Water Resources and Electric Power
,
Zhengzhou
.
This is an Open Access article distributed under the terms of the Creative Commons Attribution Licence (CC BY 4.0), which permits copying, adaptation and redistribution, provided the original work is properly cited (http://creativecommons.org/licenses/by/4.0/).