Evaluation of Water Resources Carrying Capacity of Zhangye City Based on Combined Weights and TOPSIS Modeling
Abstract
:1. Introduction
2. Application Example
2.1. Overview of the Study Area
2.2. Data Sources
3. Research Method
3.1. Construction of Water Resources Carrying Capacity Index System
3.1.1. Construction of Water Resources Carrying Capacity Index System
3.1.2. Status Evaluation Level Is Determined
3.2. Determination of Weights
3.2.1. AHP Method for Determining Weights
- (1)
- Construct a judgment matrix A containing 12 indicators . representing the factors relative to the importance values (i, j = 1, 2, ……, n), with values ranging from 1 to 9.
- (2)
- Calculate the importance ranking. According to the judgment matrix, the weights are derived and normalized, and then sorted by the importance of each evaluation indicator according to the numerical value, i.e., the weights of each indicator utilize the formula to find the maximum characteristic root of A .
- (3)
- Consistency test. In order to verify that the resulting weights are within the allowed range, the formula Consistency test is performed. When CR < 0.1 or , CI = 0, the consistency requirement is satisfied. Otherwise, the judgment matrix should be adjusted.
3.2.2. Entropy Weighting Method for Determining Weights
- (1)
- Take j indicators in year i and form an initial data matrix (i= 1, 2, …, m; j=1, 2, …, n), where is the value of the jth indicator in the ith year; the raw data corresponding to the 12 indicators are organized to form the initial matrix.
- (2)
- Normalization of the indicators to form a normalization matrix , according to Equations (1) and (2).Positive indicators:Negative indicators:
- (3)
- Perform entropy value calculation according to Formula (3), where is the entropy value of the jth evaluation index.
3.2.3. Determination of Composite Weights
3.3. Evaluation of Water Resource Carrying Capacity Based on TOPSIS Modeling
- (1)
- With N objects to be evaluated and M evaluation indicators, forming the original data matrix and processing matrix, we have the matrix , .
- (2)
- To normalize the matrix Normalized according to Equation (6), we obtain the quantile normalized decision matrix :
- (3)
- (4)
- Calculate the distance of each evaluation object to the optimal solution according to Equations (7) and (8) and the distance to the worst solution and normalize to determine the relative closeness of each evaluation object to the optimal solution, i.e., the closeness degree , the larger the value, the closer to the optimal solution. For , the larger the value, the closer it is to the optimal solution. For , the value is between 0 and 1, and the closer to 1, the closer the level is to the optimal solution, and vice versa.
3.4. Calculation of Barrier Degree Factor
3.5. Water Resources Carrying Capacity Evaluation Flow Chart
4. Analysis of Results
4.1. Combination Weight
4.2. Analysis of Evaluation Results of Each Subsystem of Water Resources Carrying Capacity
4.2.1. Overall Analysis
4.2.2. Analysis of Water Resources Development and Utilization Subsystems
4.2.3. Economic and Social Subsystem Analysis
4.2.4. Ecological Subsystem Analysis
4.3. Obstacle Degree Analysis of Water Resources Carrying Capacity Evaluation Index
5. Conclusions
- (1)
- The combinatorial weight method combines subjective cognition and objective laws of data, making combinatorial weights more scientific and reasonable.
- (2)
- The evaluation results show that the water resources carrying capacity from 2010 to 2014 is generally stable on the macro level, but from the micro level, the water resources carrying capacity has a certain fluctuation and shows an increasing trend year by year. The closeness value of water resources carrying capacity in Zhangye City is between 0.273 and 0.561, and the grade of water resources carrying capacity is in grades III and IV. From 2014 to 2020 (except 2020), the water resources carrying capacity of Zhangye City showed an increasing trend year by year, and the closeness value of the water resources carrying capacity was between 0.297 and 0.615. The water resources carrying capacity level was still at grade III and grade IV, belonging to the medium or below medium level, indicating that the overall water resources carrying capacity of the region was weak and needed to be further improved.
- (3)
- From 2010 to 2020, the carrying capacity of water resource development and utilization in Zhangye City fluctuates greatly; the carrying capacity of economic and social society is basically synchronized with the carrying capacity of water resources; and the carrying capacity of the ecological environment increases the most. The steady improvement of economic and social conditions is the main factor for the improvement of the comprehensive carrying capacity of water resources in Zhangye City, and the impact of the ecological environment is also an important factor influencing the carrying capacity of water resources in Zhangye City.
- (4)
- The six indicators of per capita water consumption, surface water resources per unit area, per capita water resource possession, underground water resources per unit area, urbanization rate, and ecological water use rate are the main obstacles to the water resources carrying capacity of Zhangye City, of which the most influential are the indicators of surface water resources per unit area and per capita water consumption, and the main criterion layer of the water resources carrying capacity of Zhangye City is the water resources exploitation and utilization criterion layer.
- (5)
- Zhangye City should strengthen water resources management, optimize the water use structure of various industries, vigorously promote the whole society to save water, implement precise policies, fine-tune the water use process, improve the water utilization rate, scientifically carry out ecological protection and restoration projects, rationally carry out ecological water replenishment, and gradually eliminate environmental risks so as to further improve the water resources carrying capacity of the region.
Author Contributions
Funding
Data Availability Statement
Conflicts of Interest
References
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Target Level | Standardized Layer | Indicator Layer | Unit (of Measure) | Formula | Indicator Polarity |
---|---|---|---|---|---|
Water carrying capacity (A) | Water Resources Development and Utilization (B1) | Surface water resources per unit area (C1) | million m3·km−2 | Regional surface water resources/regional area | greater than zero |
Groundwater resources per unit area (C2) | million m3·km−2 | Volume of regional groundwater resources (net of duplicates)/area of region | greater than zero | ||
Water resources per capita (C3) | m3/people | Regional water resources (net of duplicates)/total number of people living in the region | greater than zero | ||
Precipitation (C4) | mm | Annual precipitation in the region | greater than zero | ||
Economic and social (B2) | Urbanization rate (C5) | % | Urban resident population/total resident population of the area | turn one’s back on | |
Per capita water use (C6) | m3/person | Water consumption/total resident population of the region | turn one’s back on | ||
Water consumption of GDP (C7) | m3/million | Total regional water use/regional GDP | turn one’s back on | ||
Average acre-foot water use for agricultural irrigation (C8) | m3/mu | Agricultural irrigation water consumption/cultivated land area | turn one’s back on | ||
Water consumption per CNY 10,000 of industrial added value (C9) | m3/million | Industrial water consumption/industrial value added | turn one’s back on | ||
Ecology (B3) | Chemical Oxygen Demand (C10) | million t | statistical data | turn one’s back on | |
Ammonia emissions (C11) | million t | statistical data | turn one’s back on | ||
Ecological water use rate (C12) | % | Ecosystem water use/total water resources | greater than zero |
Rating | Class I | Class II | Class III | Class IV | Class V |
---|---|---|---|---|---|
C1: Surface water resources per unit area/(10,000 m3·km−2 ) | ≥25 | [20, 25] | [15, 20] | [10, 15] | <10 |
C2: Groundwater resources per unit area/(10,000 m3·km−2) | ≥7 | [6, 7) | [5, 6] | [4, 5) | <4 |
C3: Per capita water availability/(m3/person) | ≥2000 | [1700, 2000] | [1000, 1700] | [500, 1000) | <500 |
C4: Average annual precipitation/(mm) | ≥800 | [600, 800] | [400, 600] | [200, 400] | <200 |
C5: Urbanization rate/(%) | <40 | [40, 45] | [45, 50] | [50, 55] | ≥55 |
C6: Per capita water consumption (m3/person) | <200 | [200, 300] | [300, 400] | [400, 500] | ≥500 |
C7: GDP water use (m3/million dollars) | <200 | [200, 400] | [400, 600] | [600, 800] | ≥800 |
C8: Average acreage water use for agricultural irrigation (m3/mu) | <300 | [300, 400] | [400, 500] | [500, 600] | ≥600 |
C9: Water consumption per CNY 10,000 of industrial added value (m3/10,000 CNY) | <15 | [15, 50] | [50, 100] | [100, 200] | ≥200 |
C10: Chemical Oxygen Demand (million tons) | <1 | [1, 3) | [3, 5) | [5, 10] | ≥10 |
C11: Ammonia nitrogen emissions (million tons) | <0.1 | [0.1, 0.3) | [0.3, 0.5) | [0.5, 1) | ≥1 |
C12: Ecological water use rate (%) | ≥5 | [3, 5) | [2, 3) | [1, 2) | <1 |
Evaluation Indicators | AHP Weighting | Entropy Weight | Portfolio Weighting |
---|---|---|---|
C1 | 0.232 | 0.089 | 0.161 |
C6 | 0.205 | 0.08 | 0.142 |
C2 | 0.115 | 0.098 | 0.106 |
C5 | 0.098 | 0.086 | 0.092 |
C12 | 0.083 | 0.082 | 0.083 |
C10 | 0.069 | 0.076 | 0.073 |
C3 | 0.055 | 0.082 | 0.068 |
C11 | 0.049 | 0.086 | 0.067 |
C9 | 0.034 | 0.097 | 0.066 |
C7 | 0.023 | 0.098 | 0.061 |
C4 | 0.023 | 0.067 | 0.045 |
C8 | 0.014 | 0.059 | 0.036 |
Vintages | C1 | C2 | C3 | C4 | C5 | C6 | C7 | C8 | C9 | C10 | C11 | C12 |
---|---|---|---|---|---|---|---|---|---|---|---|---|
2010 | 18.09 | 11.44 | 7.71 | 4.89 | 6.39 | 15.79 | 8.45 | 4.99 | 9.14 | 1.83 | 3.37 | 7.92 |
2011 | 16.77 | 10.86 | 7.12 | 4.90 | 5.96 | 14.70 | 6.63 | 4.29 | 7.03 | 8.28 | 6.97 | 6.48 |
2012 | 16.52 | 11.34 | 7.16 | 4.61 | 6.57 | 14.32 | 6.20 | 4.41 | 6.94 | 7.67 | 7.69 | 6.55 |
2013 | 16.93 | 10.94 | 7.16 | 4.94 | 7.16 | 16.71 | 5.68 | 3.73 | 6.26 | 7.44 | 7.17 | 5.88 |
2014 | 16.24 | 11.75 | 6.89 | 4.49 | 7.63 | 17.12 | 5.45 | 3.97 | 6.17 | 7.25 | 6.40 | 6.66 |
2015 | 16.36 | 11.40 | 6.90 | 4.50 | 8.47 | 16.69 | 5.39 | 4.14 | 5.69 | 7.30 | 6.19 | 6.96 |
2016 | 15.92 | 13.72 | 6.78 | 5.03 | 9.35 | 14.04 | 5.19 | 3.54 | 5.66 | 7.27 | 6.17 | 7.32 |
2017 | 16.73 | 12.68 | 7.06 | 4.71 | 10.75 | 12.47 | 5.36 | 3.40 | 5.68 | 7.23 | 5.97 | 7.96 |
2018 | 19.46 | 11.76 | 8.12 | 5.32 | 11.27 | 11.20 | 4.99 | 2.43 | 5.58 | 7.10 | 5.45 | 7.31 |
2019 | 19.41 | 9.82 | 7.99 | 4.90 | 12.64 | 10.57 | 5.09 | 2.75 | 5.55 | 7.29 | 5.89 | 8.07 |
2020 | 20.84 | 12.25 | 8.65 | 5.72 | 13.15 | 8.64 | 4.87 | 2.08 | 4.94 | 6.60 | 5.30 | 6.96 |
average value | 17.57 | 11.63 | 7.41 | 4.91 | 9.03 | 13.84 | 5.75 | 3.61 | 6.24 | 6.84 | 6.05 | 7.10 |
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Yang, M.; Qu, D.; Shen, Y.; Yang, S.; Liu, B.; Lu, W. Evaluation of Water Resources Carrying Capacity of Zhangye City Based on Combined Weights and TOPSIS Modeling. Water 2023, 15, 4229. https://doi.org/10.3390/w15244229
Yang M, Qu D, Shen Y, Yang S, Liu B, Lu W. Evaluation of Water Resources Carrying Capacity of Zhangye City Based on Combined Weights and TOPSIS Modeling. Water. 2023; 15(24):4229. https://doi.org/10.3390/w15244229
Chicago/Turabian StyleYang, Mingyue, Deye Qu, Yue Shen, Shanquan Yang, Bin Liu, and Wenjing Lu. 2023. "Evaluation of Water Resources Carrying Capacity of Zhangye City Based on Combined Weights and TOPSIS Modeling" Water 15, no. 24: 4229. https://doi.org/10.3390/w15244229