To address the dual constraints of resource shortages and environmental degradation, the water resource green efficiency (WRGE) concept, which takes into account socioeconomic and green development, has been adopted as a basis for implementation of cleaner production strategies and sustainable economic development. In the present study, the meta-frontier undesirable super-efficiency slack-based measure (Meta-US-SBM) model, which allows for technological heterogeneity across regions, was employed to estimate WRGE in 38 regions in the four-city area in middle China in 2010–2019, and the technology gaps of different regions and categories were discussed. Subsequently, the improvement potential of WRGE (WEIP) in different regions was mapped using the slacks of water resource ecological footprint input and GDP output obtained using the Meta-US-SBM model. According to the results, the regions with the highest average WRGE under group-frontier and meta-frontier groups were Huangshi and Qianjiang, respectively, whereas the category with the highest average WRGE was EOU (regions where economic benefits outmatch urbanization benefits). Surprisingly, the WRGE technology gaps among different regions and categories showed considerable differences. We observed a negative correlation between WEIP and WRGE. Moreover, there were obvious differences in water resource ecological footprint improvement potential among different regions and categories.

  • The meta-frontier undesirable super-efficiency slack-based measure model was used.

  • Water resource green efficiency (WRGE) was estimated in 38 regions in the four-city area.

  • Improvement potential of WRGE (WEIP) in different regions was mapped.

  • EOU (economic benefits outmatch urbanization benefits) had highest average WRGE.

  • Negative correlation was observed between WRGE improvement potential and WRGE.

Urban agglomerations are the inevitable outcome of China's emerging industrialization and urbanization. Such urban environments have become not only dynamic and promising sites for current and future economic development but also highly sensitive, considering the associated concentrated and intensified environmental challenges. Urban agglomerations in China account for 75% of the national economic output, as well as 67% of the industrial wastewater, gas emissions, and solid waste generated in the country (Fang 2015). In addition, under future climatic and hydrological uncertainty, water-related challenges caused by continuous expansion of urban centers and economic growth pose emerging challenges to sustainable management of water resources in urban agglomerations, and are key sources of concern for researchers and governments.

Today, green development has become a key trend globally, and its aim is to minimize resource consumption and environmental pollution, while facilitating sustainable development across economic, social, and ecological spheres (Gilbert 2016). The water resource green efficiency (WRGE) concept was put forward based on a combination of China's and global water resource and sustainable development requirements. It refers to the ratio of water resource input to economic, social, and ecological output, and is used to evaluate the social benefits of water resource services (Sun et al. 2017; Guo et al. 2020), with the aim of facilitating the improvement of human well-being and increasing happiness in populations, which are also fundamental aspects of the green development concept (Zhang et al. 2014). Consequently, based on the WRGE concept, social benefit output must be considered as a desired output and integrated in evaluation indexes for WRGE.

Recently, the WRGE, which considers diverse social and development indicators, has attracted the attention of scholars globally. For example, Sun et al. (2018a, 2018b) evaluated WRGE in China using the slack-based measure-data envelopment analysis (SBM-DEA) model, with social development index applied as the desirable output. Guo et al. (2020) employed the social benefit index as the desired output and assessed WRGE in 18 cities in Henan Province, China, using the SBM-DEA model. In addition, Zhang et al. (2020) evaluated WRGE in China using the HDDF-GML model, with social development index as the desired output, whereas Huang et al. (2021) evaluated WRGE in the Yangtze River Economic Belt, with SBM-DEA, Malmquist index, and social network analysis models as undesirable outputs, and China human development index as desirable output. Furthermore, Wu et al. (2021) evaluated WRGE in Northwest China using the super-SBM model, with built-up greenery area, green coverage rate, and park greenbelt area as desirable outputs. With the human social development index (HDI) proposed by Tian (2008) as a basis, Yang & Xie (2019) added the environmental index to develop a human sustainable development index (HSDI) and evaluated WRGE in the Yangtze River Economic Belt using the SE-SBM model. Some recent studies have employed the SBM-DEA model to calculate the green efficiency of industrial water resource use in China (Xiao et al. 2020; Zhang et al. 2021), Zhejiang Province (Zhang et al. 2019), the Poyang Lake region (Lv et al. 2021), and the Huaihe river Basin (Tian et al. 2021).

Overall, existing studies have largely focused on specific provinces in China and the Economic Belt and Basin, with diverse social development indicators adopted in the evaluations. Notably, few studies on water resource use in China under urban agglomeration have considered the regional heterogeneity, considering the great disparities in water resource endowment, economic foundation, urbanization level, and industrial structure across different urban agglomerations. Furthermore, different regions across urban agglomerations may have distinct water-use trends (Yue et al. 2016), and WRGE may vary significantly across various administrative regions within urban agglomerations. Consequently, different water conservation and efficiency improvement strategies should be adopted in different urban agglomeration regions.

The present study selects the ‘four-city area in middle China’ urban agglomeration as the research subject and makes the following improvements based on current research. First, the groups were characterized and the group members were determined based on water-use matching indexes, which were employed for categorization. Secondly, water resource ecological footprint (WREF), water pollution ecological footprint (WPEF), and HSDI were incorporated into the WRGE evaluation index system. Third, WRGE was evaluated using meta-frontier undesirable super-efficiency slack-based measure (Meta-US-SBM) incorporating regional heterogeneity. Finally, WREF saving potential and gross domestic product (GDP) growth potential were used in combination to analyze the improvement potential of WRGE. The specific objectives of the present study were as follows: (i) to uncover differences in WRGE across regions in urban agglomerations; (ii) to identify the improvement room of WRGE across regions and groups; and (iii) to explore novel approaches for improving WRGE potential.

Study area

The four-city area in middle China (110.24°E–119.61°E; 26.05°N–33.49°N), also known as the urban agglomerations of the midstream of the Yangtze River, consists of four-city clusters, including the Wuhan urban agglomeration in Hubei Province, the Changsha–Zhuzou–Xiangtan urban agglomeration in Hunan Province, the Poyang Lake urban agglomeration in Jiangxi Province, and the Jianghuai urban agglomeration in Anhui Province, which consist of nine regional cities in Hubei, eight regional cities in Hunan, 10 regional cities in Jiangxi, and 11 regional cities in Anhui, respectively (Figure 1). They cover a land area of approximately 440,000 km2, with a total population of approximately 160 million, and a GDP of 7.94 trillion Yuan. In China, water resources are the most abundant in the four-city area in middle China, although their spatiotemporal distribution is uneven. In addition, uneven regional economic development and differences in water resource conservation and utilization policies across the regions intensify its uneven distribution.
Figure 1

Location and spatial organization of the four-city area in middle China.

Figure 1

Location and spatial organization of the four-city area in middle China.

Close modal

Categorization

When selecting the classification criteria, the water-use technology level in each region within the group should be similar, whereas the water-use technology levels between groups should exhibit obvious heterogeneity. There are considerable disparities in water resource endowment, economic foundation, urbanization level, and industrial structure across urban agglomerations. Water-use matching index has been previously used for categorization of regions (Ma et al. 2015). In the present study, the 38 regions in the four-city area in middle China were divided into four categories (Figure 2) based on the evaluation matrix results for the economic water-use matching index and urbanization water-use matching index. The four categories are regions with both strong economic and urbanization benefits (DSEU), regions where economic benefits outmatch urbanization benefits (EOU), regions where urbanization benefits outmatch economic benefits (UOE), and regions with both weak economic and urbanization benefits (DWEU).
Figure 2

The administrative regions and four major categories in the four-city area in middle China.

Figure 2

The administrative regions and four major categories in the four-city area in middle China.

Close modal

Data sources

Considering data availability, the scope of the study included the administrative regions of each city. Indicator datasets were derived from the Statistical Yearbooks (2011–2020) of Hubei Province, Hunan Province, Jiangxi Province, and Anhui Province, as well as the Water Resources Bulletin (2011–2020) of each province, Statistical Bulletin on National Economic and Social Development, and the Statistical Bulletin of the Environmental Situation of 38 regions in the four-city area in middle China from 2011 to 2020. A small amount of missing data was supplemented according to the environmental protection planning of provinces and prefecture-level cities. In the present study, the required indicators are divided into two categories: input and output indicators. Capital investment, labor force, and WREF are input indicators; GDP and HSDI are desirable outputs, whereas WPEF is an undesirable output. The specific indicators are defined as follows:

  • (1)

    Capital investment input: The fixed asset investments of the entire society over the years (Chen & Jia 2017; Zhou et al. 2018; Yu et al. 2019b). The total fixed asset investments over the years were converted into 2000 prices (constant prices) based on the fixed asset investment price index.

  • (2)

    Labor force input: The number of employed persons at each year's end.

  • (3)

    WREF input: WREF, i.e., water volume ecological footprint, refers to water resource consumption by human beings for production and life (Wang & Liu 2019). Total WREF in the region was selected as the water resource input, excluding water quality ecological footprint. WREF in a region was calculated using the method of Li et al. (2020).

  • (4)

    Desirable output: The desirable outputs include real GDP and HSDI for each province and city.

GDP: The GDP of each region over the years is converted to 2,000 prices (constant prices) using the producer's price index.

HSDI: HSDI integrates the environmental dimension (such as per capita industrial wastewater discharge, per capita industrial waste gas discharge, per capita industrial solid waste emissions, and per capita electricity consumption) in the HDI, which already covers two out of three dimensions of sustainability, namely, social and economic dimensions (Goodland 1995), to develop a comprehensive HSDI (Togtokh 2011). HSDI is then calculated and transformed to obtain the environmental performance index, which is integrated into the income index, and modified to obtain an HSDI (Tian et al. 2007) that contains environmental impact factors, which is taken as expected output. The maximum and minimum ranges of each of the indicators are defined. According to data collection and trends over the years, in the present study, 200 ton/person, 400,000 standard cubic meters/person, 0.3 ton/person, and 15,000 kWH/person are selected as the maximum values of per capita wastewater discharge, per capita waste gas emissions, per capita industrial solid waste emissions, and per capita electricity consumption, respectively, and their minimum values are 0. More details on the formula for the calculation of HSDI can be found in Bravo (2014, 2015), Wang (2016), and Hickel (2020).

  • (5)

    Undesirable outputs: WPEF, i.e., water quality ecological footprint, refers to the area of water resources required to absorb pollutants produced by a certain population that exceeds the carrying capacity of the existing water body and to dilute the pollutants to a certain water quality standard (Wang & Liu 2019). The present study focused on the four-city area in middle China and selected total emission reduction indicators for major pollutants – chemical requirements (e.g., Chemical Oxygen Demand (COD)) and ammonia nitrogen (e.g., NH3-N) emissions – as research content and undesirable outputs. Considering the two pollutants have obvious overlap in environmental impacts, the greatest pollution footprint between them is considered the final WPEF. WPEF in the region is calculated using the method of Feng & Zhao (2020).

Research method

Meta-US-SBM model

Traditional DEA often ignores the ‘heterogeneity of production technologies.’ To address the shortcoming, meta-frontier, which incorporates group-frontier and meta-frontier, has been adopted by numerous researchers in China and abroad (Chiu et al. 2012; Wang et al. 2013, 2018; Zhang et al. 2015a; Yu et al. 2019a). Moreover, the meta-frontier model can calculate decision-making unit (DMU) efficiencies within different frontiers, which are more comparable than those in a unified frontier (Li & Lin 2015). Therefore, the meta-frontier undesirable super-efficiency slack-based measure (Meta-US-SBM) model was adopted for WRGE evaluation in the present study. Based on previous studies (Chiu et al. 2012; Zhang et al. 2015a; Long et al. 2018; Yu et al. 2020), in the present study, supposing there are N Decision Making Units (DMUs) (38 regions) that fall under different technical heterogeneous categories, h (this article defines the DSEU, EOU, UOE, and DWEU categories in the four-city area in middle China). Category h has Nh DMUs, so that . Each DMU has m inputs, q1 desirable outputs, and q2 types of undesirable outputs. The input and output indicators of each DMU are X = (x1, x2, …, xm) ∈ , Y = (y1, y2, …, yq1) ∈ , and B = (b1, b2, …, bq2) ∈ , respectively, assuming X > 0, Y > 0, and B > 0. Under constant return of scale (CRS) conditions, the optimal goal of the oth DMU of the kth category, based on the group-frontier production technology, is (o = 1, 2, …, Nk, k = 1, 2, …, H) defined as follows (Yu et al. 2020):
(1)
Similarly, under CRS conditions, the optimal goal of the oth DMU in category k, based on the meta-frontier production technology, is (o = 1, 2,…, Nk, k = 1, 2,…, H) expressed as follows (Yu et al. 2020):
(2)

In Equations (1) and (2), represents the weight vector in the production technology frontier of the nth DMU reference in category h. , and denote slack variables of input, desirable output, and undesirable output, respectively. ε represents the non-Archimedes infinitesimal. The objective function aims to enhance desirable outputs and minimize undesirable outputs and inputs, simultaneously. Moreover, they can reflect the improvement potential of various regional efficiencies (Wang et al. 2015a, 2015b). Conversely, the goal of the constraint is to ensure the denominator of the objective function is >0.

Considering the meta-frontier is enveloped in the K group-specific frontiers, the WRGE under group-frontiers (GWRGE) is not lower than that under meta-frontier (MWRGE) (Chiu et al. 2012). Technology gap ratio (TGR) is defined as the ratio between WRGE under meta-frontier and that under group-frontier, which can be described using the following equation:
(3)

The closer the TGR is to 1, the lower the heterogeneity in technology, which also implies that the GWRGE is closer to the MWRGE. In contrast, the smaller the TGR, the higher the heterogeneity in technology; therefore, the MWRGE would be considerably lower than the GWRGE.

WRGE improvement potential model

In the present study, drawing lessons from the definition of single-factor carbon productivity (Beinhocker et al. 2008; Zhang et al. 2015b), considering the input variable WREF (W) and output variable GDP (G) as the assessment objects, and after introducing time t and considering slack variables, the WRGE-improved model can be expressed as follows:
(4)
where represents the improvement potential of WRGE for i region in t year. g denotes GDP output and w represents WREF input. and denote slack variables of WREF and GDP, respectively, which can be obtained from the results of calculations using Equations (1) and (2). In Equation (4), when the WREF input is reduced by and the GDP output increases by , the former makes the ratio of WREF input to other inputs reach an optimal level. On that basis, the latter can achieve the optimal input–output ratio, so that the WRGE of a region is efficient.
To facilitate calculation and subsequent decomposition, according to the change rate formula, the improvement potential ratio (IPR) of WRGE can be expressed as follows:
(5)
where WEitIPR represents the IPR of WRGE, which can be preliminarily decomposed into WREF improvement potential ratio (WijIPR) and GDP improvement potential ratio (GIijPR).

Descriptive analysis of input–output indicators

Table 1 presents the descriptive statistics of the input and output indicator data for each region in 2010–2019. Due to space limitations, only average values are listed. (1) From 2010 to 2019, the average WREF was 365.22 thousand m3/hm2. Among them, YC was the region with the highest WREF, at 699.87 thousand m3/hm2, while the region with the lowest WREF was QJ, at 113.02 thousand m3/hm2. (2) Capital investment increased from 2010 to 2019, with an average increase of 112.11 billion yuan per year. Wuhan had the highest capital investment, at 437.61 billion yuan, with TM having the lowest, at 20.96 billion yuan. (3) Labor force increased in 2010–2019 by 244.04 thousand persons per region on overage. The region with the highest labor force was Wuhan, at 543.33 thousand persons, while QJ had the lowest labor force, at 59.53 thousand persons. (4) Average GDP increased in 2010–2019, with an average increase of 124.14 billion yuan per year. Wuhan had the highest GDP, at 635.75 billion yuan, and TM had the lowest GDP, at 25.39 billion yuan. (5) Average HSDI increased in 2010–2019, with an average increase of 0.7691 per year. Changsha had the highest HSDI at 0.8160, with SR having the lowest HSDI, at 0.6850. (6) The average WPEF was 223.92 thousand m3/hm2 in 2010–2019. YY had the highest WPEF, at 800.56 thousand m3/hm2, whereas CiZ had the lowest, at 52.16 thousand m3/hm2.

Table 1

Descriptive statistics of the input and output indicators from 2010 to 2019 in different regions

CategoryRegionAbbr.Inputs
Desirable outputs
Undesirable output
WREFCapitalLabor forceGDPHSDIWPEF
DSEU Wuhan WH 621.16 437.61 543.33 635.75 0.8137 501.64 
Changsha CS 616.14 358.76 467.19 518.41 0.8160 420.51 
Nanchang NC 516.87 251.28 307.95 241.59 0.8010 292.87 
Hefei HF 495.27 361.86 500.46 360.84 0.8000 246.34 
EOU Huangshi HS 278.29 76.36 133.75 74.03 0.7762 113.20 
Ezhou EZ 195.85 47.10 66.01 43.74 0.7703 74.47 
Zhuzhou ZZ 371.20 114.94 243.67 304.93 0.7922 279.58 
Pingxiang PX 129.77 67.72 111.98 52.83 0.7740 112.17 
Xinyu XY 136.26 56.52 63.34 55.64 0.6880 72.07 
UOE Xiaogan XG 458.52 100.14 303.57 86.09 0.7678 161.93 
Huanggang HG 475.22 109.49 358.30 92.40 0.7630 300.27 
Hengyang HY 546.83 112.48 476.09 155.16 0.7740 612.18 
Changde CD 625.13 99.37 351.43 163.69 0.7922 322.67 
Yueyang YY 561.05 115.94 357.12 170.83 0.7885 800.56 
Yiyang YiY 363.80 65.82 263.45 81.99 0.7782 297.75 
Jiujiang JJ 419.28 131.18 297.40 119.59 0.7689 241.15 
Ji'an JA 547.69 94.76 275.62 81.98 0.7565 235.40 
Yichun YC 699.87 97.05 317.43 102.18 0.7688 330.54 
Fuzhou FZ 396.90 69.77 216.32 66.66 0.7657 187.59 
Shangrao SR 496.59 100.42 416.54 102.14 0.6850 300.08 
Wuhu Whu 475.03 171.05 201.53 154.17 0.7894 197.80 
Maanshan MAS 503.00 116.24 136.17 92.29 0.7496 99.99 
Anqing AQ 421.21 93.84 384.86 99.04 0.7697 167.06 
Chuzhou CZ 375.02 97.06 287.25 87.64 0.7693 280.34 
Lu'an LA 462.39 65.89 403.70 69.00 0.7427 208.65 
DWEU Xianning XN 241.02 79.08 157.45 60.14 0.7740 155.66 
Xiantao XT 154.72 26.50 88.66 34.57 0.7935 109.40 
Qianjiang QJ 113.02 23.50 59.53 33.06 0.7752 82.09 
Tianmen TM 152.49 20.96 76.30 25.39 0.7606 99.00 
Xiangtan Xtan 326.97 96.35 175.89 102.67 0.7884 237.88 
Loudi LD 266.33 59.83 254.17 77.15 0.7658 252.09 
Jingdezhen JDZ 138.34 45.37 98.37 45.40 0.7852 109.25 
Yingtan YT 121.80 33.41 74.08 38.84 0.7759 75.28 
Bengbu BB 245.64 90.09 228.02 79.08 0.7674 137.12 
Huainan HN 322.52 54.05 179.96 58.41 0.7586 157.97 
Tongling TL 199.10 60.60 81.74 53.06 0.7434 86.56 
Chizhou CiZ 168.49 175.82 113.26 34.34 0.7167 52.16 
Xuancheng XC 239.66 82.00 201.76 62.55 0.7617 97.76 
All regions  365.22 112.11 244.04 124.14 0.7691 223.92 
CategoryRegionAbbr.Inputs
Desirable outputs
Undesirable output
WREFCapitalLabor forceGDPHSDIWPEF
DSEU Wuhan WH 621.16 437.61 543.33 635.75 0.8137 501.64 
Changsha CS 616.14 358.76 467.19 518.41 0.8160 420.51 
Nanchang NC 516.87 251.28 307.95 241.59 0.8010 292.87 
Hefei HF 495.27 361.86 500.46 360.84 0.8000 246.34 
EOU Huangshi HS 278.29 76.36 133.75 74.03 0.7762 113.20 
Ezhou EZ 195.85 47.10 66.01 43.74 0.7703 74.47 
Zhuzhou ZZ 371.20 114.94 243.67 304.93 0.7922 279.58 
Pingxiang PX 129.77 67.72 111.98 52.83 0.7740 112.17 
Xinyu XY 136.26 56.52 63.34 55.64 0.6880 72.07 
UOE Xiaogan XG 458.52 100.14 303.57 86.09 0.7678 161.93 
Huanggang HG 475.22 109.49 358.30 92.40 0.7630 300.27 
Hengyang HY 546.83 112.48 476.09 155.16 0.7740 612.18 
Changde CD 625.13 99.37 351.43 163.69 0.7922 322.67 
Yueyang YY 561.05 115.94 357.12 170.83 0.7885 800.56 
Yiyang YiY 363.80 65.82 263.45 81.99 0.7782 297.75 
Jiujiang JJ 419.28 131.18 297.40 119.59 0.7689 241.15 
Ji'an JA 547.69 94.76 275.62 81.98 0.7565 235.40 
Yichun YC 699.87 97.05 317.43 102.18 0.7688 330.54 
Fuzhou FZ 396.90 69.77 216.32 66.66 0.7657 187.59 
Shangrao SR 496.59 100.42 416.54 102.14 0.6850 300.08 
Wuhu Whu 475.03 171.05 201.53 154.17 0.7894 197.80 
Maanshan MAS 503.00 116.24 136.17 92.29 0.7496 99.99 
Anqing AQ 421.21 93.84 384.86 99.04 0.7697 167.06 
Chuzhou CZ 375.02 97.06 287.25 87.64 0.7693 280.34 
Lu'an LA 462.39 65.89 403.70 69.00 0.7427 208.65 
DWEU Xianning XN 241.02 79.08 157.45 60.14 0.7740 155.66 
Xiantao XT 154.72 26.50 88.66 34.57 0.7935 109.40 
Qianjiang QJ 113.02 23.50 59.53 33.06 0.7752 82.09 
Tianmen TM 152.49 20.96 76.30 25.39 0.7606 99.00 
Xiangtan Xtan 326.97 96.35 175.89 102.67 0.7884 237.88 
Loudi LD 266.33 59.83 254.17 77.15 0.7658 252.09 
Jingdezhen JDZ 138.34 45.37 98.37 45.40 0.7852 109.25 
Yingtan YT 121.80 33.41 74.08 38.84 0.7759 75.28 
Bengbu BB 245.64 90.09 228.02 79.08 0.7674 137.12 
Huainan HN 322.52 54.05 179.96 58.41 0.7586 157.97 
Tongling TL 199.10 60.60 81.74 53.06 0.7434 86.56 
Chizhou CiZ 168.49 175.82 113.26 34.34 0.7167 52.16 
Xuancheng XC 239.66 82.00 201.76 62.55 0.7617 97.76 
All regions  365.22 112.11 244.04 124.14 0.7691 223.92 

Data source: authors’ collection; the unit of WREF is 104 m3/hm2; the unit of capital investment is 109 Yuan; the unit of labor force is 104 Persons; the unit of GDP is 109 Yuan; the unit of WPEF is 104 m3/hm2.

Table 2 presents the summary statistics of the input and output indicators for different categories. According to the coefficient of variation (CV), the dispersion degree of each variable was less than 0.65, indicating moderate heterogeneity among variables in different categories. Conversely, the GDP in EOU and capital investment in DWEU showed fluctuation, at 2.401 and 1.165, respectively, indicating strong heterogeneity in GDP in EOU and capital investment in DWEU. With regard to inputs, WREF and labor force inputs were higher than capital inputs across the four categories. In particular, capital inputs were the highest in DSEY, followed by UOE. With regard to outputs, HSDI output growth rates across the four categories were roughly similar. In addition, the highest GDP growth rate was observed in DWEU, and WPEF from undesirable outputs in EOU far exceeded those in the other categories, with the DWEU having the lowest undesirable outputs. Overall, the four categories exhibited heterogeneous growth patterns, implying that certain regional differences in WRGE exist in the four-city area in middle China.

Table 2

Descriptive statistics of input and output indicators from 2010 to 2019 in different categories. Data source: authors’ collection

CategoryInputs
Desirable outputs
Undesirable output
WREFCapitalLabor forceGDPHSDIWPEF
DSEU Min 361.55 137.50 141.31 150.01 0.785 92.21 
Max 654.54 550.70 623.13 871.58 0.829 617.49 
Mean 562.36 352.38 454.73 439.14 0.808 365.34 
SD 65.97 114.38 102.67 194.44 0.011 125.71 
C.V 0.117 0.324 0.226 0.443 0.014 0.344 
EOU Min 120.00 22.27 40.45 27.09 0.675 2.96 
Max 393.38 175.88 250.22 185.80 0.815 319.21 
Mean 222.27 72.53 123.75 106.24 0.760 130.30 
SD 94.77 34.77 66.86 255.13 0.039 81.64 
C.V 0.426 0.479 0.540 2.401 0.051 0.627 
UOE Min 168.76 31.01 122.00 42.98 0.669 79.49 
Max 745.44 246.37 488.64 233.89 0.816 955.77 
Mean 489.22 102.53 315.42 107.80 0.764 296.50 
SD 98.07 44.41 88.21 43.64 0.028 180.22 
C.V 0.200 0.433 0.280 0.405 0.037 0.608 
DWEU Min 98.35 10.84 43.19 15.04 0.697 43.60 
Max 378.01 543.69 262.20 139.67 0.812 280.83 
Mean 206.93 65.20 137.63 54.20 0.767 127.09 
SD 71.96 75.95 65.24 25.71 0.025 61.59 
C.V 0.348 1.165 0.474 0.474 0.033 0.485 
CategoryInputs
Desirable outputs
Undesirable output
WREFCapitalLabor forceGDPHSDIWPEF
DSEU Min 361.55 137.50 141.31 150.01 0.785 92.21 
Max 654.54 550.70 623.13 871.58 0.829 617.49 
Mean 562.36 352.38 454.73 439.14 0.808 365.34 
SD 65.97 114.38 102.67 194.44 0.011 125.71 
C.V 0.117 0.324 0.226 0.443 0.014 0.344 
EOU Min 120.00 22.27 40.45 27.09 0.675 2.96 
Max 393.38 175.88 250.22 185.80 0.815 319.21 
Mean 222.27 72.53 123.75 106.24 0.760 130.30 
SD 94.77 34.77 66.86 255.13 0.039 81.64 
C.V 0.426 0.479 0.540 2.401 0.051 0.627 
UOE Min 168.76 31.01 122.00 42.98 0.669 79.49 
Max 745.44 246.37 488.64 233.89 0.816 955.77 
Mean 489.22 102.53 315.42 107.80 0.764 296.50 
SD 98.07 44.41 88.21 43.64 0.028 180.22 
C.V 0.200 0.433 0.280 0.405 0.037 0.608 
DWEU Min 98.35 10.84 43.19 15.04 0.697 43.60 
Max 378.01 543.69 262.20 139.67 0.812 280.83 
Mean 206.93 65.20 137.63 54.20 0.767 127.09 
SD 71.96 75.95 65.24 25.71 0.025 61.59 
C.V 0.348 1.165 0.474 0.474 0.033 0.485 

Spatial disparities in WRGE

Intra-regional disparities

The average GWRGE varied from roughly 0.5201 in HN to 1.3317 in HS with an overall average value of 0.9112 (Table 3). A representative GWRGE in HN had 47.99% room for improvement. In contrast, the GWRGE in HS decreased by 33.17%, saving its production inputs by improving its technical management ability. The average MWRGE in the 38 regions ranged between 0.3104 and 1.1292, with an overall mean value of 0.6331. MWRGE in QJ (1.1292), XY (1.0771), and TM (1.0066) were the highest, whereas MWRGE in SR (0.3104), HG (0.3148), and JA (0.3233) were the lowest. The results indicate that the MWRGEs of the 38 regions in the four-city area in middle China require further improvement. Our results are consistent with those of WRGE studies conducted by Zhang et al. (2020) in different regions in China. Moreover, the average GWRGE was generally greater than the average MWRGE (Table 3). For example, in NC, the GWRGE was relatively high (1.1529); however, the MWRGE was only 0.554. Similarly, the GWRGE of HS was >1.2, whereas that of MWRGE was 0.802. This result is similar to the findings of Wang et al. (2018) on carbon reduction efficiency and Yu et al. (2019a, 2019b) on energy efficiency. Among the 38 regions, GWRGE and MWRGE were only equal in TM, and both were greater than 1, indicating that the production frontier had been reached.

Table 3

Water resource green efficiency (WRGE) and technology gap ratio (TGR) in the 38 regions during 2010–2019

Group-frontier
Meta-frontier
TGR
Min.Max.Ave.SDMin.Max.Ave.SDMin.Max.Ave.SD
Wuhan 1.0436 1.1016 1.0690 0.0195 0.2192 1.1013 0.9862 0.2563 0.2098 1.0000 0.9208 0.2370 
Changsha 1.0011 1.0648 1.0423 0.0212 0.2147 1.0337 0.9389 0.2417 0.2145 0.9829 0.8979 0.2279 
Nanchang 1.1061 1.3790 1.1529 0.0767 0.2094 1.0251 0.5540 0.1891 0.1817 0.7434 0.4753 0.1302 
Hefei 1.0359 1.3446 1.1501 0.0931 0.2175 1.1488 0.8721 0.2902 0.1714 0.9775 0.7603 0.2394 
Huangshi 1.1250 2.7756 1.3317 0.4822 0.5640 2.4039 0.8020 0.5361 0.4902 0.8661 0.5655 0.1044 
Ezhou 1.0541 1.2424 1.1187 0.0674 0.7819 1.1863 0.9318 0.1338 0.6375 0.9998 0.8367 0.1321 
Zhuzhou 1.0152 1.4465 1.0954 0.1202 0.4877 1.3969 0.6373 0.2553 0.4665 0.9657 0.5676 0.1353 
Pingxiang 1.0364 1.0632 1.0516 0.0077 0.5743 1.0242 0.8410 0.1782 0.5460 0.9741 0.7999 0.1706 
Xinyu 1.1230 1.3269 1.1913 0.0571 1.0145 1.1441 1.0771 0.0440 0.8503 0.9392 0.9048 0.0262 
Xiaogan 0.5572 0.7030 0.6216 0.0517 0.1880 0.4417 0.3726 0.0642 0.3301 0.7218 0.6010 0.1080 
Huanggang 0.4891 0.6286 0.5419 0.0491 0.1539 0.3540 0.3148 0.0551 0.2907 0.6798 0.5836 0.1054 
Hengyang 0.6862 1.0223 0.8329 0.1278 0.1813 1.0126 0.4544 0.2235 0.2643 0.9934 0.5362 0.2138 
Changde 1.0715 1.1483 1.1032 0.0225 0.2208 1.0735 0.8641 0.2904 0.1996 0.9916 0.7866 0.2712 
Yueyang 0.7710 1.0471 1.0033 0.0786 0.1949 1.0125 0.5431 0.2089 0.1926 0.9695 0.5383 0.1911 
Yiyang 1.0415 1.0881 1.0554 0.0145 0.2063 0.5571 0.4364 0.0840 0.1973 0.5269 0.4132 0.0787 
Jiujiang 0.5598 1.0528 0.7981 0.1901 0.2230 0.4696 0.4002 0.0669 0.2229 0.6622 0.5297 0.1367 
Ji'an 0.4735 0.6106 0.5467 0.0507 0.1699 0.3707 0.3223 0.0530 0.3008 0.6821 0.5937 0.1047 
Yichun 0.4965 0.6669 0.5813 0.0508 0.1793 0.3882 0.3287 0.0557 0.2918 0.6765 0.5687 0.0977 
Fuzhou 0.6307 1.0212 0.9192 0.1321 0.1971 0.4297 0.3908 0.0662 0.1959 0.6440 0.4377 0.1088 
Shangrao 0.4826 0.6102 0.5570 0.0455 0.1667 0.3424 0.3104 0.0499 0.2854 0.6535 0.5611 0.0980 
Wuhu 1.0232 1.1591 1.0877 0.0352 0.2414 0.6110 0.5301 0.1009 0.2238 0.5458 0.4871 0.0901 
Maanshan 1.0071 1.2524 1.1442 0.0605 0.3025 0.6140 0.5386 0.0863 0.3004 0.5474 0.4695 0.0693 
Anqing 0.5884 1.3350 0.9189 0.2133 0.3431 0.4899 0.4256 0.0393 0.2570 0.6898 0.4884 0.1114 
Chuzhou 0.5418 0.8229 0.6288 0.0804 0.2169 0.4107 0.3620 0.0515 0.2636 0.6954 0.5898 0.1186 
Lu'an 0.5211 1.0383 0.7932 0.2336 0.1789 0.4259 0.3386 0.0630 0.1764 0.7212 0.4696 0.1618 
Xianning 0.4827 0.6183 0.5423 0.0464 0.2969 0.5228 0.4683 0.0596 0.4898 0.9962 0.8720 0.1375 
Xiantao 0.7520 1.0155 0.9326 0.1139 0.5076 1.0155 0.9052 0.1658 0.6750 1.0000 0.9641 0.0965 
Qianjiang 1.0928 1.1866 1.1374 0.0309 1.0559 1.1866 1.1292 0.0378 0.9587 1.0000 0.9927 0.0121 
Tianmen 0.7317 1.0550 1.0066 0.0919 0.7317 1.0550 1.0066 0.0919 1.0000 1.0000 1.0000 0.0000 
Xiangtan 0.5206 1.0592 0.8485 0.2357 0.2494 0.5810 0.5283 0.0945 0.2389 1.0000 0.6923 0.2655 
Loudi 0.4885 1.0740 0.7395 0.2406 0.2355 0.7400 0.5086 0.1143 0.4230 1.0000 0.7415 0.2353 
Jingdezhen 0.6847 1.0297 0.9319 0.1318 0.5115 0.8042 0.7245 0.0819 0.7154 0.9112 0.7829 0.0639 
Yingtan 0.8381 1.1991 1.0675 0.1050 0.8381 1.0700 0.9784 0.0904 0.8489 1.0000 0.9186 0.0512 
Bengbu 0.5139 1.0411 0.8134 0.2226 0.2466 0.6234 0.5036 0.0956 0.2377 0.9914 0.6801 0.2430 
Huainan 0.4310 0.6034 0.5201 0.0522 0.2231 0.6016 0.4725 0.1043 0.4625 0.9996 0.9026 0.1508 
Tongling 0.5292 1.5255 1.0634 0.3615 0.2299 1.3951 0.9211 0.3824 0.4344 0.9400 0.8359 0.1462 
Chizhou 0.6269 1.1702 0.9795 0.1644 0.4000 1.1050 0.8509 0.2527 0.3896 1.0000 0.8763 0.2223 
Xuancheng 0.4418 1.0587 0.7060 0.2238 0.2684 0.5544 0.4885 0.0824 0.4758 0.9913 0.7413 0.2039 
All regions 0.8700 0.9615 0.9112 0.0260 0.4458 0.6973 0.6331 0.0681 0.4316 0.7882 0.6943 0.0961 
Group-frontier
Meta-frontier
TGR
Min.Max.Ave.SDMin.Max.Ave.SDMin.Max.Ave.SD
Wuhan 1.0436 1.1016 1.0690 0.0195 0.2192 1.1013 0.9862 0.2563 0.2098 1.0000 0.9208 0.2370 
Changsha 1.0011 1.0648 1.0423 0.0212 0.2147 1.0337 0.9389 0.2417 0.2145 0.9829 0.8979 0.2279 
Nanchang 1.1061 1.3790 1.1529 0.0767 0.2094 1.0251 0.5540 0.1891 0.1817 0.7434 0.4753 0.1302 
Hefei 1.0359 1.3446 1.1501 0.0931 0.2175 1.1488 0.8721 0.2902 0.1714 0.9775 0.7603 0.2394 
Huangshi 1.1250 2.7756 1.3317 0.4822 0.5640 2.4039 0.8020 0.5361 0.4902 0.8661 0.5655 0.1044 
Ezhou 1.0541 1.2424 1.1187 0.0674 0.7819 1.1863 0.9318 0.1338 0.6375 0.9998 0.8367 0.1321 
Zhuzhou 1.0152 1.4465 1.0954 0.1202 0.4877 1.3969 0.6373 0.2553 0.4665 0.9657 0.5676 0.1353 
Pingxiang 1.0364 1.0632 1.0516 0.0077 0.5743 1.0242 0.8410 0.1782 0.5460 0.9741 0.7999 0.1706 
Xinyu 1.1230 1.3269 1.1913 0.0571 1.0145 1.1441 1.0771 0.0440 0.8503 0.9392 0.9048 0.0262 
Xiaogan 0.5572 0.7030 0.6216 0.0517 0.1880 0.4417 0.3726 0.0642 0.3301 0.7218 0.6010 0.1080 
Huanggang 0.4891 0.6286 0.5419 0.0491 0.1539 0.3540 0.3148 0.0551 0.2907 0.6798 0.5836 0.1054 
Hengyang 0.6862 1.0223 0.8329 0.1278 0.1813 1.0126 0.4544 0.2235 0.2643 0.9934 0.5362 0.2138 
Changde 1.0715 1.1483 1.1032 0.0225 0.2208 1.0735 0.8641 0.2904 0.1996 0.9916 0.7866 0.2712 
Yueyang 0.7710 1.0471 1.0033 0.0786 0.1949 1.0125 0.5431 0.2089 0.1926 0.9695 0.5383 0.1911 
Yiyang 1.0415 1.0881 1.0554 0.0145 0.2063 0.5571 0.4364 0.0840 0.1973 0.5269 0.4132 0.0787 
Jiujiang 0.5598 1.0528 0.7981 0.1901 0.2230 0.4696 0.4002 0.0669 0.2229 0.6622 0.5297 0.1367 
Ji'an 0.4735 0.6106 0.5467 0.0507 0.1699 0.3707 0.3223 0.0530 0.3008 0.6821 0.5937 0.1047 
Yichun 0.4965 0.6669 0.5813 0.0508 0.1793 0.3882 0.3287 0.0557 0.2918 0.6765 0.5687 0.0977 
Fuzhou 0.6307 1.0212 0.9192 0.1321 0.1971 0.4297 0.3908 0.0662 0.1959 0.6440 0.4377 0.1088 
Shangrao 0.4826 0.6102 0.5570 0.0455 0.1667 0.3424 0.3104 0.0499 0.2854 0.6535 0.5611 0.0980 
Wuhu 1.0232 1.1591 1.0877 0.0352 0.2414 0.6110 0.5301 0.1009 0.2238 0.5458 0.4871 0.0901 
Maanshan 1.0071 1.2524 1.1442 0.0605 0.3025 0.6140 0.5386 0.0863 0.3004 0.5474 0.4695 0.0693 
Anqing 0.5884 1.3350 0.9189 0.2133 0.3431 0.4899 0.4256 0.0393 0.2570 0.6898 0.4884 0.1114 
Chuzhou 0.5418 0.8229 0.6288 0.0804 0.2169 0.4107 0.3620 0.0515 0.2636 0.6954 0.5898 0.1186 
Lu'an 0.5211 1.0383 0.7932 0.2336 0.1789 0.4259 0.3386 0.0630 0.1764 0.7212 0.4696 0.1618 
Xianning 0.4827 0.6183 0.5423 0.0464 0.2969 0.5228 0.4683 0.0596 0.4898 0.9962 0.8720 0.1375 
Xiantao 0.7520 1.0155 0.9326 0.1139 0.5076 1.0155 0.9052 0.1658 0.6750 1.0000 0.9641 0.0965 
Qianjiang 1.0928 1.1866 1.1374 0.0309 1.0559 1.1866 1.1292 0.0378 0.9587 1.0000 0.9927 0.0121 
Tianmen 0.7317 1.0550 1.0066 0.0919 0.7317 1.0550 1.0066 0.0919 1.0000 1.0000 1.0000 0.0000 
Xiangtan 0.5206 1.0592 0.8485 0.2357 0.2494 0.5810 0.5283 0.0945 0.2389 1.0000 0.6923 0.2655 
Loudi 0.4885 1.0740 0.7395 0.2406 0.2355 0.7400 0.5086 0.1143 0.4230 1.0000 0.7415 0.2353 
Jingdezhen 0.6847 1.0297 0.9319 0.1318 0.5115 0.8042 0.7245 0.0819 0.7154 0.9112 0.7829 0.0639 
Yingtan 0.8381 1.1991 1.0675 0.1050 0.8381 1.0700 0.9784 0.0904 0.8489 1.0000 0.9186 0.0512 
Bengbu 0.5139 1.0411 0.8134 0.2226 0.2466 0.6234 0.5036 0.0956 0.2377 0.9914 0.6801 0.2430 
Huainan 0.4310 0.6034 0.5201 0.0522 0.2231 0.6016 0.4725 0.1043 0.4625 0.9996 0.9026 0.1508 
Tongling 0.5292 1.5255 1.0634 0.3615 0.2299 1.3951 0.9211 0.3824 0.4344 0.9400 0.8359 0.1462 
Chizhou 0.6269 1.1702 0.9795 0.1644 0.4000 1.1050 0.8509 0.2527 0.3896 1.0000 0.8763 0.2223 
Xuancheng 0.4418 1.0587 0.7060 0.2238 0.2684 0.5544 0.4885 0.0824 0.4758 0.9913 0.7413 0.2039 
All regions 0.8700 0.9615 0.9112 0.0260 0.4458 0.6973 0.6331 0.0681 0.4316 0.7882 0.6943 0.0961 

Source: Research findings.

When Technology Gap Ration (TGR) approaches 1, the group-frontier is closer to the optimal production technology in the meta-frontier. Conversely, when TGR approaches 0, the group-frontier is far below the optimal production technology in the meta-frontier. From Table 3, it is obvious that the technology gaps of WRGE among different regions in the four-city area in Middle China were large. The average TGR of the 38 regions ranged from 0.171 to 1.000, with an overall average value of 0.694. Among them, the average TGR value in TM was 1, which means that the group-frontier achieved the optimal production technology in the meta-frontier. The average TGR for QJ was 0.993, ranging from 0.959 to 1.000, indicating a low technology gap between group-frontier and meta-frontier. The average TGRs in XT, WH, YT, XY, HN, and CS were 0.964, 0.925, 0.919, 0.905, 0.903, and 0.898, respectively, indicating that the six regions had achieved 96.6, 92.48, 91.86, 90.48, 90.26 and 89.79% of the national potential optimal production technology, respectively, in green water resource utilization. However, the average TGRs for AQ, Whu, NC, LA, MAS, FZ, and YiY, were 0.4884, 0.4871, 0.4753, 0.4696, 0.4695, 0.4377, and 0.4132, respectively, which indicated that there was 51.16, 51.30, 52.47, 53.04, 53.05, 56.23, and 58.68% room for improvement in the production technology levels in the seven regions above, respectively, when compared with the national potential optimal technology level.

To analyze TGR progress over time in the four-city area in middle China, non-parametric distribution was used to evaluate TGR in 2010, 2013, 2016, and 2019, as illustrated in Figure 3. TGR distribution moved to the left, meaning that on average, the 38 regions in the four-city area in middle China were away from their optimal production frontiers. Furthermore, according to the changes in wave peak heights and widths, a widening gap was noted between regions with low TGR levels and those with high ones. Based on changes in heights and numbers of wave peaks, while the TGR moved gradually from high-level clubs to low-level clubs, the number of regions with low-level TGR clubs increased. This shows that the region in the four-city area in middle China is getting closer to their optimal production frontiers. In other words, a catch-up can be noted between regions with low TGR levels and those with high TGR levels. The results are similar to those obtained by Gero (2020) in TGR in the case of African agricultural efficiency.
Figure 3

Kernel density distribution of technology gap ratio (TGR), 2010, 2013, 2016, and 2019.

Figure 3

Kernel density distribution of technology gap ratio (TGR), 2010, 2013, 2016, and 2019.

Close modal

Inter-category disparities

MWRGE was less than GWRGE, and its average values varied greatly across the four defined categories (Table 4 and Figure 4), which is consistent with the results of the above-mentioned regions. The average GWRGE and MWRGE were 1.1036 and 0.8378, respectively for DSEU, 1.1577 and 0.8578, respectively, for EOU, 0.8208 and 0.4333, respectively, for UOE, and 0.8684 and 0.7297, respectively, for DWEU. In general, DSEU and EOU had the highest WRGE performance in both group-frontier and meta-frontier. DSEU and EOU had the highest production technology levels in the four-city area, and the group-frontiers in DSEU and EOU were very close to meta-frontier. The results further confirm that DSEU and EOU were the most economically developed city categories in the four-city area. Guo et al. (2022) also demonstrated that a high economic development level can improve water resource utilization efficiency in the northeast, northern coastal, southern coastal, middle reaches of the Yellow River, and middle reaches of the Yangtze River. However, notably, only a rebound effect <100% can be conducive for the improvement of water resource utilization efficiency (Freire-González 2019). In addition, from the violin plot, the medians of GWRGE in EOU exceed those in the other categories, followed by DSEU, while that in UOE was the lowest (Figure 4(a)); in the study period, GWRGE distributions in UOE and DWEU were relatively scattered, whereas those in DSEU and EOU were very uneven and had obvious outliers that were concentrated on the higher side (Figure 4(a)). However, the MWRGE in DSEU was higher than those in other categories, followed by that in EOU, and the lowest was observed in UOE (Figure 4(b)); MWRGE distribution in the four categories was very uneven and had obvious outliers; among them, the outliers in DSEU, UOE and DWEU were concentrated on the lower side, whereas the outliers in EOU were concentrated on the higher side (Figure 4(b)). Furthermore, during the study period, the GWRGEs for the DSEU and EOU categories were > 1, while MWRGE was > 1 only in DSEU in 2010 (Table 3), which implied that the group-frontier in DSEU and EOU is much closer to the meta-frontier, with high GWRGE, although the GWRGE and MWRGE in UOE were very low throughout the study period. This may be because UOE is a category with a high urbanization level but a relatively low economic development level. Similarly, according to Yang & Liu (2014), simple urban agglomeration cannot improve the water resource efficiency.
Table 4

Water resource green efficiency (WRGE) and technology gap ratio (TGR) in the four categories in 2010–2019

YearGroup-frontier
Meta-frontier
TGR
DSEUEOUUOEDWEUDSEUEOUUOEDWEUDSEUEOUUOEDWEU
2010 1.2125 1.1736 0.7553 0.8506 1.0693 0.7756 0.5077 0.7860 0.8819 0.6609 0.6722 0.9241 
2011 1.1098 1.1398 0.7541 0.8351 0.9090 0.7714 0.4451 0.7999 0.8191 0.6767 0.5902 0.9579 
2012 1.0731 1.1337 0.7993 0.8575 0.8037 0.8337 0.5215 0.8214 0.7489 0.7353 0.6525 0.9580 
2013 1.0762 1.1170 0.7805 0.8652 0.8217 0.7740 0.4443 0.7697 0.7635 0.6929 0.5692 0.8896 
2014 1.0884 1.0997 0.8009 0.9333 0.8373 0.7834 0.4616 0.7789 0.7693 0.7124 0.5763 0.8345 
2015 1.0793 1.0998 0.8425 0.9170 0.9032 0.8597 0.4660 0.7874 0.8369 0.7816 0.5531 0.8586 
2016 1.1028 1.1016 0.8891 0.8861 0.9255 0.8147 0.4511 0.7142 0.8392 0.7396 0.5074 0.8060 
2017 1.0922 1.1177 0.8559 0.8623 0.9533 0.8795 0.4188 0.6529 0.8728 0.7869 0.4893 0.7572 
2018 1.0847 1.1032 0.8573 0.8581 0.9398 0.8082 0.4067 0.6998 0.8664 0.7326 0.4744 0.8155 
2019 1.1169 1.4910 0.8735 0.8184 0.2152 1.2781 0.2103 0.4865 0.1927 0.8572 0.2407 0.5945 
Average 1.1036 1.1577 0.8208 0.8684 0.8378 0.8578 0.4333 0.7297 0.7591 0.7376 0.5325 0.8396 
YearGroup-frontier
Meta-frontier
TGR
DSEUEOUUOEDWEUDSEUEOUUOEDWEUDSEUEOUUOEDWEU
2010 1.2125 1.1736 0.7553 0.8506 1.0693 0.7756 0.5077 0.7860 0.8819 0.6609 0.6722 0.9241 
2011 1.1098 1.1398 0.7541 0.8351 0.9090 0.7714 0.4451 0.7999 0.8191 0.6767 0.5902 0.9579 
2012 1.0731 1.1337 0.7993 0.8575 0.8037 0.8337 0.5215 0.8214 0.7489 0.7353 0.6525 0.9580 
2013 1.0762 1.1170 0.7805 0.8652 0.8217 0.7740 0.4443 0.7697 0.7635 0.6929 0.5692 0.8896 
2014 1.0884 1.0997 0.8009 0.9333 0.8373 0.7834 0.4616 0.7789 0.7693 0.7124 0.5763 0.8345 
2015 1.0793 1.0998 0.8425 0.9170 0.9032 0.8597 0.4660 0.7874 0.8369 0.7816 0.5531 0.8586 
2016 1.1028 1.1016 0.8891 0.8861 0.9255 0.8147 0.4511 0.7142 0.8392 0.7396 0.5074 0.8060 
2017 1.0922 1.1177 0.8559 0.8623 0.9533 0.8795 0.4188 0.6529 0.8728 0.7869 0.4893 0.7572 
2018 1.0847 1.1032 0.8573 0.8581 0.9398 0.8082 0.4067 0.6998 0.8664 0.7326 0.4744 0.8155 
2019 1.1169 1.4910 0.8735 0.8184 0.2152 1.2781 0.2103 0.4865 0.1927 0.8572 0.2407 0.5945 
Average 1.1036 1.1577 0.8208 0.8684 0.8378 0.8578 0.4333 0.7297 0.7591 0.7376 0.5325 0.8396 
Figure 4

Violin plot of water resource green efficiency (WRGE) under group-frontier and meta-frontier in four categories. Note: DSEU, EOU, UOE, and DWEU represented both strong economic and urbanization benefits, economic benefits outmatch urbanization benefits, urbanization benefits outmatch economic benefits, and both weak economic and urbanization benefits, respectively. The same below.

Figure 4

Violin plot of water resource green efficiency (WRGE) under group-frontier and meta-frontier in four categories. Note: DSEU, EOU, UOE, and DWEU represented both strong economic and urbanization benefits, economic benefits outmatch urbanization benefits, urbanization benefits outmatch economic benefits, and both weak economic and urbanization benefits, respectively. The same below.

Close modal

The average TGR in DWEU was significantly higher than those in the other categories (Table 4), implying that the DWEU has the optimal green water resource utilization technologies, followed by DSEU and EOU. The average TGR in UOE was 0.5325, implying there was 46.75% room for improvement compared to the national potential optimal production technology level. The average TGRs in DSEU, EOU, and DWEU were 0.7591, 0.7376, and 0.8396, respectively, which implied that compared to the national potential optimal production technology, DSEU, EOU, and DWEU had 24.09, 26.24, and 16.04% room for improvement, respectively. However, TGR exhibited an overall downward trend in DSEU, DWEU, and UOE, indicating that WRGE gaps among DSEU, DWEU and UOE were widening. Conversely, TGR exhibited an overall upward trend in EOU, implying that the WRGE gaps between EOU and DSEU, and between DWEU and UOE, were narrowing.

To verify the GWRUE technology gap across the four categories, the Kruskal–Wallis test was used to examine whether TGR varies among categories, and the descriptive statistics and test results are listed in Table 5. TGR ranged from 0.1714 to 1.000. In addition, the results presented in Table 5 strongly reject the null hypothesis that TGR in different categories comes from the same group. DWEU generally had the highest TGR. Specifically, the average TGR in DWEU was 0.846, implying the group-frontier in DWEU was quite close to the meta-frontier, while the TGR value of UOE was 0.5409. In other words, given the same capital and labor force inputs, UOE required 1.5 times more water resources than DWEU to yield the same output. This also indicates that the UOE in the ‘four-city area in middle China’ has greater potential for WRGE improvement.

Table 5

Technology gap ratio (TGR) and significance test results for different categories in the four-city area in middle China

CategoryMinMaxMeanSD
DSEU 0.1714 1.0000 0.7636 0.2811 
EOU 0.4665 0.9998 0.7349 0.1898 
UOE 0.1764 0.9934 0.5409 0.1637 
DWEU 0.2377 1.0000 0.8462 0.1972 
Kruskal–Wallis test Chi-squared = 121.628 P = 0.000*** 
CategoryMinMaxMeanSD
DSEU 0.1714 1.0000 0.7636 0.2811 
EOU 0.4665 0.9998 0.7349 0.1898 
UOE 0.1764 0.9934 0.5409 0.1637 
DWEU 0.2377 1.0000 0.8462 0.1972 
Kruskal–Wallis test Chi-squared = 121.628 P = 0.000*** 

Notes: *** denotes significances at the 1% level, that is, there is significantly different among the TGR of four groups at the 1% level.

Improvement potential of WRGE in the four-city area in middle China

Intra-regional improvement potential

Based on the input and output slack variables, the WEIPR and corresponding WIPR and GDPIPR of each region were calculated in the present study. In the present case, WIPR is the WREF rate that can be saved by the DMU to achieve the best ratio relationship between capital and labor, and WREF. GDPIPR is the proportion by which GDP should increase to reach the efficiency frontier after the DMU achieves an optimal ratio relationship among all factors. Due to space limitations, only the annual mean values of three improvement potential rates under group-frontier and meta-frontier are presented in Figure 5.
Figure 5

Annual mean water resource green efficiency (WRGE) value and improvement potential ratio of WRGE (WEIPR) for 38 regions under group-frontier and meta-frontier.

Figure 5

Annual mean water resource green efficiency (WRGE) value and improvement potential ratio of WRGE (WEIPR) for 38 regions under group-frontier and meta-frontier.

Close modal

WEIPR was highly negatively correlated with WRGE value in group-frontier and meta-frontier (Figure 5). For example, YC ranks 33rd based on the mean GWRGE; however, it ranks first based on WEIPR; HS ranks first based on mean GWRGE; however, it ranks 19th based on WEIPR (Figure 5(a)). In addition, JA ranks 36th based on mean MWRGE, while it ranks first based on WEIPR; QJ ranks first based on MWRGE, and ranks 35th based on WEIPR (Figure 5(b)). This result is similar to the findings of Zhang et al. (2015b) who found that the potential improvement rate of carbon productivity is highly negatively correlated with the super-efficiency value. However, the negative correlation is not strictly established. For example, the mean WEIPR in the group-frontier in YC was the highest; however, the mean GWRGE in YC was not the lowest, and further examination revealed that the WEIPR in YC was obviously larger (Figure 5(a)). Such a phenomenon was also observed in JA in the meta-frontier (Figure 5(b)). The potential reason is the disruption of capital investment and labor force slacks. Compared to other regions where capital investment and labor force slacks can be reduced, YC and JA had less capital investment and labor force input, so that in order to achieve the optimal ratio among factors, the pressures of their WREF reduction would be greater.

In JA, the WEIPR was 0.6208 under group-frontier and 1.2196 under meta-frontier, and the WIPR accounted for more than 80% of WEIPR, which implies that the higher WEIPR in JA is not due to the low WREF input, but the high output, while the high output may be attributed to other input factors and the influence of technology and knowledge. In addition, 16 regions, including PX, XG, HG, JJ, YC, FZ, SR, AQ, CZ, LA, XN, XT, LD, HN, CiZ, and XC, under group-frontier, and 31 regions under meta-frontier, also had large proportions of WIPR. The results indicate that to reduce the WEIPR and improve the actual WRGE level, the regions should not only pay attention to the exploitation of the production potential of existing factors but also the optimization and adjustment of the ratio relationships among factors. In contrast, 18 regions under group-frontier, including WH, CS, HF, etc., and WH, HF, XY, XT, QJ, TL, and CiZ under meta-frontier, showed relatively low economic output and economic development remains a top priority of the regions. This may be because the effect of improved water efficiency did not offset the effect of increased water use resulting from the increase in total output (Liu & Zhang 2015). However, NC, EZ, and YiY had no room for improvement for WRGE (Figure 5(a)) under group-frontier. The results above also reflect inconsistency in factor allocation and production capacity in different regions. Therefore, when formulating economic development strategies and water conservation policies, each region should aim to achieve sustainable water resource utilization by the dual water supply based on their development characteristics and needs.

Inter-category improvement potential

In a trend distinct from that of WRGE, the annual average WEIPR in UOE was 0.242, which was significantly higher than those in DSEU, EOU, and DWEU (0.108, 0.176, and 0.160, respectively). Among them, the overall WEIPR in DSEU exhibited an upward-downward trend, with the highest value in 2016 and the lowest value in 2019. WEIPR in EOU exhibited an upward-downward-rising trend, with the highest and lowest values in 2019 and 2014, respectively. The WEIPR in UOE generally exhibited a downward trend, while that of DWEU exhibited a downward-upward trend, with the highest and lowest values in 2019 and 2015, respectively. The results indicated that the improvement potentials of WRGE in DSEU and UOE tended to be optimized, while those in EOU and DWEU tended to be deteriorating. The conclusion was also verified by the CVs of different input variables in the four categories (Table 2). The CVs of different input variables were 0.117–0.324 and 0.200–0.433 in DSEU and UOE, respectively, and 0.426–0.540 and 0.348–1.165 in EOU and DWEU, respectively.

During the study period, the GDPIPR in DSEU and EOU were much higher than WIPR (Figure 6(a) and 6(b)), which implied that the effect of improved water efficiency in DSEU and EOU did not offset the effect of increased water use resulting from the increased total output, so that more effort is required to boost economic output. However, the WIPR was higher than GDPIPR in UOE, excluding in 2019, and in DWEU, excluding in 2014, 2015, and 2019 (Figure 6(c) and 6(d)), which indicated that UOE and DWEU should not only pay attention to the potential of existing production factors but also to the optimization and adjustment of the ratio relationships among production factors.
Figure 6

Improvement potential ratio of water resource green efficiency (WRGE) (WEIPR) for four categories under group-frontier.

Figure 6

Improvement potential ratio of water resource green efficiency (WRGE) (WEIPR) for four categories under group-frontier.

Close modal

The annual average WEIPR values in DSEU, EOU, UOE, and DWEU were 0.2228, 0.2510, 0.7316, and 0.4522, respectively. Among them, the WEIPR in DSEU generally showed a ‘W’-type upward trend, and the highest values were observed in 2013 and 2019; WEIPR in EOU generally decreased first and then increased, with the lowest and highest values observed in 2011 and 2019, respectively; the WEIPR values in UOE and DWEU showed upward trends on the whole. The results indicate that the improvement potential of WRGE in four categories was deteriorating.

In 2010–2018, the GDPIPR in DSEU was relatively high. In 2019, WIPR increased rapidly, which resulted in the WEIPR of DSEU in 2019 being mainly achieved by WIPR (Figure 7(a)). However, in 2010–2018, WIPR accounted for >60% of WEIPR in EOU, UOE, and DWEU, whereas in 2019, GDPIPR increased rapidly and accounted for >70% (Figure 7(b)–7(d)), whereas GDPIPR accounted for 100% in EOU. In the calculation results of slacks, the capital slacks in each category have risen sharply in recent years. In 2010–2018, each category has potentially increased investments to stimulate the economy, which leads to inefficient use of capital, and the redundant capital can squeeze out the WREF slacks. Under optimal ratio relationships among capital, labor, and WREF, the substantial improvement in capital factors makes the number of redundant WREF factors relatively reasonable. However, such a change obviously leads to an ‘uneconomical’ overall factor input; therefore, when seeking the optimal input–output ratio, the ‘efficient’ potential GDP output increases, in turn increasing the gap between actual GDP and potential GDP. Consequently, as shown in Figure 7(b)–7(d), GDPIPR increased sharply in 2019, while WIPR declined rapidly. Consequently, to effectively improve WRGE potential, researchers and stakeholders should not only pay attention to the potential of existing production factors but also to the optimization and adjustment of the relationships among production factors.
Figure 7

Improvement potential ratio of water resource green efficiency (WRGE) (WEIPR) for four categories under meta-frontier.

Figure 7

Improvement potential ratio of water resource green efficiency (WRGE) (WEIPR) for four categories under meta-frontier.

Close modal

In conclusion, there were considerable differences in allocative efficiency and overall utilization efficiency of production factors in different categories during the study period under group-frontier and meta-frontier (Figures 6 and 7).

In the present study, the Meta-US-SBM model was used to analyze the technical heterogeneity of WRGE in different regions. XY, QJ, and TM were the most efficient regions in both group-frontier and meta-frontier over the study period. In addition, DSEU did not necessarily perform optimally based on WRGE. Moreover, TGR in most regions, DSEU, DWEU, and UOE, exhibited a fluctuating and generally decreasing trend and only remained stable at 1 in TM, and exhibited an overall upward trend in EOU. The results are an important basis for addressing several water resource challenges associated with sustainable economic and social development within urban agglomerations.

To facilitate WRGE improvement, the present study considers slack improvement in addition to input (output) improvement to ensure efficiency evaluation results are as accurate as possible. Under group-frontier and meta-frontier, WEIPR is highly negatively correlated with WRGE, and the potential improvement rate of WREF and GDP varies greatly among regions and categories. However, under group-frontier, in DSEU and EOU, the improvement potential of GDP is significantly higher than that of WREF, with major policy implications for optimizing the allocation of input factors, considering the heterogeneous characteristics of the water-use regions.

This work was supported by the Social Science Foundation of Jiangxi Province (20GL14), the Humanities and Social Science Projects of Colleges and Universities in Jiangxi Province (JC20101), the Science and Technology Projects of the Jiangxi Provincial Education Department (GJJ2200518), and the Ministry of Education in China Layout Project of Humanities and Social Sciences (20YJAZH037). The authors also thank anonymous reviewers for their comments that improved this manuscript.

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

The authors declare there is no conflict.

Beinhocker
E.
,
Oppenheim
J.
,
Irons
B.
,
Lahti
M.
,
Farrell
D.
,
Nyquist
S.
,
Remes
J.
,
Naucler
T.
&
Enkvist
P.
2008
The Carbon Productivity Challenge: Curbing Climate Change and Sustaining Economic Growth
.
Mckinsey Global Institute
.
Chiu
C. R.
,
Liou
J. L.
,
Wu
P. I.
&
Fang
C. L.
2012
Decomposition of the environmental inefficiency of the meta-frontier with undesirable output
.
Energy Economics
34
,
1392
1399
.
Gilbert
S. F.
2016
Developmental plasticity and developmental symbiosis: The return of Eco-Devo
.
Current Topics Developmental Biology
116
,
415
433
.
Goodland
R.
1995
The concept of environmental sustainability
.
Annual Review Ecology and Systematics
26
,
1
24
.
Guo
B. N.
,
Tang
L.
&
Zhang
H.
2022
Regional differences and influencing factors of water resources utilization efficiency in eight comprehensive economic zones of China
.
Ecological Economics
38
(
1
),
153
161
.
Huang
C.
,
Yin
K.
,
Liu
Z.
&
Cao
T.
2021
Spatial and temporal differences in the green efficiency of water resources in the Yangtze River Economic Belt and their influencing Factors
.
International Journal of Environmental Research and Public Health
18
(
6
),
3101
.
Li
H.
,
Zhao
F.
,
Li
C.
,
Yi
Y.
,
Bu
J.
,
Wang
X.
,
Liu
Q.
&
Shu
A.
2020
An improved ecological footprint method for water resources utilization assessment in the Cities
.
Water
12
(
2
),
503
519
.
Liu
X. L.
&
Zhang
B.
2015
Water use efficiency and water conservation potential in China
.
Advances in Science and Technology of Water Resources
35
(
3
),
5
10
.
Ma
H. L.
,
Wang
R. M.
&
Zi
Y. C.
2015
Fairness analysis of the difference of Chinese provincial water use
.
Chinese Journal of Population Resources and Environment
25
(
12
),
70
77
.
Sun
C. Z.
,
Jiang
K.
&
Zhao
L. S.
2017
Measurement of green efficiency of water utilization and its spatial pattern in China
.
Journal of Natural Resources
32
(
12
),
1999
2011
.
Sun
C. Z.
,
Ma
Q. F.
&
Zhao
L. S.
2018b
Green efficiency changes for water resources in China based on SBM-Malmquist model
.
Resources Sciences
40
(
5
),
993
1005
.
Tian
H.
2008
Research on the Construction and Application of Human Sustainable Development Index (HSDI)
.
Master's Thesis
,
Nanjing University of Science and Technology
,
Nanjing, China
,
30(May)
.
Tian
H.
,
Sun
J. P.
&
Zhu
Y. M.
2007
HSDI: A framework of human sustainable development indicators involving environment factor
.
Chinese Soft Science
10
,
86
92
.
Tian
G. L.
,
Zhao
J. R.
&
Wu
Z.
2021
Measurement and analysis of industrial green water resources efficiency in Huaihe river Basin
.
Journal of Economics of Water Resources
39
(
5
),
53
59
.
Wang
Y. R.
2016
Assessing the human-environment system sustainability in Bahai Rim from 2003 to 2012 based on human sustainable development index (HSDI)
.
The Science of Leadership Forum
1
,
66
74
.
Wang
G.
&
Liu
J.
2019
Coordinating evaluation of water resources environment and economic development Based on improved water ecological footprint: A case study of central plains urban agglomeration
.
Resources and Environment in the Yangtze Basin
28
,
80
90
.
Wang
Q. W.
,
Zhao
Z. Y.
,
Zhou
P.
&
Zhou
D. Q.
2013
Energy efficiency and production technology heterogeneity in China: A meta-frontier DEA approach
.
Economic Modelling
35
,
283
289
.
Wang
Q. W.
,
Su
B.
,
Sun
J. S.
,
Zhou
P.
&
Zhou
D. Q.
2015a
Measurement and decomposition of energy-saving and emissions reduction performance in Chinese cities
.
Applied Energy
151
,
85
92
.
Wang
N. N.
,
Chen
J.
,
Yao
S. N.
&
Chang
Y. C.
2018
A meta-frontier DEA approach to efficiency comparison of carbon reduction technologies on project level
.
Renewable & Sustainable Energy Reviews
82
,
2606
2612
.
Wu
W. P.
,
Zhu
Y. F.
,
Zeng
W. K.
,
Wang
M.
,
Yang
D. X.
&
Chen
W. F.
2021
Green efficiency of water resources in Northwest China: Spatial-temporal heterogeneity and convergence trends
.
Journal of Cleaner Production
320
,
128651
.
Xiao
L.
,
Li
Y.
&
Chen
J. R.
2020
Regional differences and convergence of industrial green water resources efficiency in China
.
Chinese Journal of Quantitative Economics
11
(
2
),
133
149
.
Yang
G. S.
&
Xie
Q. H.
2019
Study on spatial and temporal differentiation of green water resources efficiency in the Yangtze River economic belt
.
Resources and Environment in the Yangtze Basin
28
,
349
358
.
Yu
J. Q.
,
Zhou
K. L.
&
Yang
S. L.
2019a
Land use efficiency and influencing factors of urban agglomerations in China
.
Land Use Policy
88
,
104143
104154
.
Yu
J.
,
Liu
Z.
,
Zhang
T.
,
Hatab
A. A.
&
Lan
J.
2020
Measuring productivity of healthcare services under environmental constraints: Evidence from China
.
BMC Health Services Research
20
,
673
.
Zhang
C.
,
Shi
D.
&
Wang
J. J.
2015b
Estimation and decomposition of the potential improvement of carbon productivity from the angle of outer environment and inner management
.
Resources Science
37
(
6
),
1218
1229
.
Zhang
H. Q.
,
Huang
Y. L.
,
Qin
T.
&
Li
J.
2019
Green use efficiency of industrial water resources considering unexpected output based on SBM-Tobit regression model
.
J. Econ. Water Resources
37
,
35
40
.
Zhang
H. B.
,
Chen
H.
,
Wu
M. F.
,
Wei Jin
W.
,
Mao
G. X.
&
Long
R. Y.
2020
Dynamic evaluation and internal driving factors of water resources green efficiency in China
.
Water
12
(
9
),
2360
.
Zhang
F.
,
Song
X. N.
&
Xue
H. F.
2021
Temporal and spatial non-stationarity of industrial green water resources efficiency driving mechanism in China
.
Soft Science
35
(
6
),
97
102
.
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/).