2.1. Study Area
The study area is located in Wudinghe Town, Wushen Banner, Ordos City, Inner Mongolia Autonomous Region, at the southernmost end of the Nalinhe Mining Area in the Shendong Coalfield. The area is about 17.8 km long, 13.5 km wide, and 176.34 km
2 in area. The surface subsidence is mainly controlled by the working face inclination. The measured maximum subsidence of the surface inclination is 2.72 m and the maximum subsidence of the strike is 1.52 m. The geographic coordinates are east longitude 108°51′30″–109°00′00″, and north latitude 37°58′00″–38°05′30″, as shown in
Figure 1.
The study area is located in the east of the Mu Us Desert. The climate is characterized by a semi-arid temperate plateau, continental climate, sparse vegetation, heavy wind and sand, dry, and little rain. The annual evaporation is 5~10 times that of the annual precipitation, and the temperature difference between day and night is wide [
30]. Therefore, the ecological environment of the mining area is extremely fragile.
There is no obvious surface water system in the study area. The groundwater is mainly the pore phreatic aquifer of the Quaternary Salawusu Formation, and the average buried depth of the phreatic water level is about 30 m [
31]. The main recharge source of the phreatic layer is atmospheric precipitation, followed by the lateral runoff recharge of phreatic water outside the study area including the overflow recharge of deep confined water [
32]. Although the average annual precipitation in this area is small, it is mainly concentrated in summer. Therefore, in the rainy season, the phreatic water supply will increase significantly.
The tectonic division of the study area belongs to the Dongsheng uplift area of the Ordos syncline of the North China platform, which is located in the south of the Dongsheng uplift area [
33]. The basic structural form is a westward-dipping monoclinic structure, which turns into a northwest-dipping monoclinic structure in the south. The dip angle of the rock formations is 1–3°. Folds and faults are not developed, but there are weak wave-like ups and downs locally, and there is no magmatic rock intrusion. Therefore, it belongs to a simple structural coal field [
34,
35].
2.2. Field Test Area
According to the needs of this study for the surface subsidence observations and on-site monitoring of ecological elements such as water, soil, and vegetation, the working faces of 31101, 31102, and 31103 in the first mining area of Nalinhe No. were related to the research work. The geographical location of the field test area is east longitude 108°56′00″–108°59′00″, and north latitude 38°1′00″–38°3′30″.
The working face of 31101 is 241 m wide and 2600 m long, and the mining time was from September 2014 to May 2017; the 31102 working face is 241 m wide and 3100 m long, and the mining time was from June 2017 to December 2018; and the 31103 working face is 241 m wide and 3600 m long, and the mining time was from April 2019 to April 2021. The coal pillar spacing in the reserved section of the working face is 20 m. The mining height of the three working faces is 5.5 m, and the buried depth of the coal seam is about 600 m. The roof is composed of sandy mudstone (15.6 m), fine-grained sandstone (13.6 m), and sandy mudstone (20.1 m) from top to bottom, and the floor is composed of fine-grained sandstone (6.6 m) and sandy mudstone (15.3 m) from bottom to top.
According to the monitoring results of the surface subsidence in this area, the surface subsidence basically stopped about one year after mining. For example, according to the monitoring results, the mining time of the 31102 working face was from November 2017 to December 2018 and the mining subsidence stopped in May 2019.
After the mining of the three working faces, the influence scope of the surface subsidence was 450 m outside the goaf, and the subsidence area could be divided into a uniform subsidence area and non-uniform subsidence area. The uniform subsidence area was located in the flat bottom area of the basin, mainly in the middle section of the 31102 working face and the non-uniform subsidence area was located at the edge of the basin including the 31101 and 31103 working faces and their extended 450 m area.
In the uniform subsidence area, the non-uniform subsidence area, and the control area, sections of 200 m × 600 m area, 200 m × 600 m area, and 200 m × 300 m area were selected for sampling distribution, respectively. The checkerboard method was used for sampling, the grid design was 50 m × 75 m, and each sampling point was at the center of the grid. A total of 100 sampling points was arranged in the three areas including 20 in the control area, 40 in the uniform subsidence area, and 40 in the non-uniform subsidence area, as shown in
Figure 2.
The dynamic characteristics of the inclined surface subsidence curve of the working face (layout of survey line Q–W) are shown in
Figure 3a. As can be seen from
Figure 3a, as of 3 July 2020, the maximum subsidence point of the dip survey line Q–W was q32 (the middle of the 31102 working face), and the maximum subsidence was 2.72 M. At this time, the flat bottom disc-shaped feature appeared in the middle of the subsidence area, which was a uniform subsidence area, while the edge of the subsidence area was a non-uniform subsidence area. Through the numerical simulation and prediction, the vertical subsidence shape of the subsidence area could also be obtained, as shown in
Figure 3b. The central area of the subsidence area was a uniform subsidence area with almost the same subsidence, and the edge was a non-uniform subsidence area with a large difference in subsidence.
2.3. Selection and Measurement of Evaluation Indicators
2.3.1. Evaluation Indicators
Vegetation factors (vegetation type, coverage), soil factors (physical and chemical characteristics indicators), and hydrological factors (vadose zone moisture) interact and restrict each other, and have correlation and coupling and mutual feed characteristics under the disturbance of coal mining. From the natural background, climate is the decisive factor for the quality of the regional ecological environment. Therefore, combined with the measured data and the actual situation of the study area, this paper selected the annual precipitation, average annual temperature, surface soil moisture, pH value, alkaline hydrolyzable nitrogen, available phosphorus, and available potassium. There were 14 indicators in total including organic matter, arbor vegetation coverage, shrub vegetation coverage, grassland vegetation coverage, and moisture in the vadose zone (0–2 m, 2–6 m, and 6–10 m). The analysis of each index is as follows:
Average annual temperature and annual rainfall are important climatic factors that affect the quality of the surface ecological environment in arid and semi-arid regions. Studies have shown that precipitation has a positive effect on vegetation cover and soil physicochemical properties [
36]. Temperature can change plant growth patterns and have a greater impact on soil physicochemical properties [
37]. Therefore, the annual average temperature and annual rainfall were selected as the evaluation indicators of climate factors.
- (2)
Soil factor
Soil factors mainly include the physical and chemical properties of the surface soil. Soil moisture is a key factor for vegetation growth in arid and semi-arid regions. Soil pH value is an important attribute formed under the comprehensive action of climate, biology, geology, hydrology, and other factors, which determines the transformation direction, transformation process, existence state, and effectiveness of most elements in soil. Soil nutrients are important elements for promoting vegetation growth. Therefore, according to the field monitoring data, this study selected the surface soil moisture, pH value, alkali-hydrolyzed nitrogen, available phosphorus, available potassium, and organic matter as the evaluation indicators of soil factors.
- (3)
Vegetation factor
The vegetation types and vegetation coverage in different subsidence areas have spatial heterogeneity, while the effects of coal mining subsidence on different vegetation types are different. Therefore, according to the actual situation of the vegetation types in the study area, the vegetation coverage of arbor forest, the vegetation coverage of shrub forest and the vegetation coverage of grassland were selected as the evaluation indicators of vegetation factors.
- (4)
Hydrological factors
Water in the vadose zone is the main source of water for the growth of trees, shrubs, and herbs in arid and semi-arid regions. Heterogeneous subsidence increases the spatial variability of moisture in the vadose zone, which in turn affects vegetation growth. According to the analysis results of the soil water spatial variation mechanism, the coal mining subsidence did not cause leakage of the aquifer, and had no effect on the water level of the aquifer. Therefore, in terms of hydrology, the water content of the vadose zone at different depth profiles was selected as the evaluation index.
2.3.2. Evaluation Index Measurement
A soil drill was used to collect 20 cm soil samples at each sampling point, three parallel samples were randomly collected from each sampling point, and the arithmetic mean of the three parallel samples at each sampling point was taken as the measurement result of this point. During the determination, the drying method, the potentiometric method, the alkaline hydrolysis diffusion method, the combined leaching-colorimetric method, and the potassium dichromate volumetric external heating method were used to determine the soil moisture, soil pH, soil alkaline hydrolysis nitrogen, soil available phosphorus and soil moisture, fast-acting potassium, and organic matter. In addition, based on the Gaofen-2 satellite remote sensing image data, the pixel dichotomy model method was used to extract and calculate the average vegetation coverage of trees, shrubs, and herbs in different regions.
2.4. Evaluation Models and Methods
The analytic hierarchy process (AHP) includes the target layer, criterion layer, and index layer. The target layer judges the ecological environment quality of the subsidence area as a whole and expresses the surface ecological environmental quality of the subsidence area; the criterion layer reflects the ecological environmental stability of the target layer from different factors including climatic factors, soil factors, vegetation factors, and hydrological factors; and the index layer is the most basic level of the evaluation index system of the ecological environmental quality in the subsidence area, and the criterion level is directly measured including the annual rainfall, average annual temperature, surface soil moisture, pH value, alkali-hydrolyzable nitrogen, available phosphorus, available potassium, organic matter, arbor vegetation coverage, shrub vegetation coverage, grassland vegetation coverage, and vadose zone moisture (0–2 m, 2–6 m, 6–10 m). The AHP hierarchy model is shown in
Figure 4.
As the changes in the ecological factors in the coal mining subsidence area are uncertain, and considering that the individual indicators in different areas of the subsidence area are quite different, the weighting method was used to assign different weights to each index factor. Due to the ambiguity between the two adjacent levels in the quality classification standard of the environmental elements, dividing the measured value of the evaluation index into a certain level according to the evaluation standard will result in inaccurate evaluation results. This study used the membership matrix of fuzzy mathematics to solve this problem and used it to comprehensively evaluate the surface ecological environmental quality of the subsidence area.
The weighting method is used to calculate the weight of the evaluation factors, and the formula is as follows [
25]:
In the formula, xi is the weight factor; ai is the measured value of the evaluation index; pi is the average value of the standard value of the ith evaluation index at all levels; and bi is the weight value of the ith evaluation index.
The weight value of each evaluation factor is used to form fuzzy matrix B:
- 2.
Evaluation Index Standard Basis
The evaluation criteria and sources of each evaluation index are shown in
Table 1.
It can be seen from
Table 1 that the meteorological factors refer to “Precipitation Grade Standard” (GB T 28592–2012) and “Temperature Evaluation Grade” (GB/T 35562–2017). The index of the soil physical and chemical properties adopted the “Second National Soil Census Classification Standard” and was determined in combination with the actual local environmental conditions; the changes in vegetation coverage refer to the “Technical Specifications for Evaluation of Ecological Environment Conditions” (HJ 192–2015); and the vadose zone soil moisture was determined with reference to the “Second National Soil Census Grading Standard”, combined with the relevant literature and the local actual environmental conditions [
38,
39]. According to the above grading standards, the ecological rating of each index corresponding to the value range was determined.
There are optimum ranges of soil pH and annual average temperature in the growing season and too high or too low will have negative effects. The traditional evaluation method uses the intermediate fuzzy membership model to evaluate the soil pH value, but the selection of the boundary value of the model is subjective. Using the 3δ criterion can better judge the attributes of the evaluation index in the range of quality classification [
40]. It can be seen from the above that the measured data of the soil pH value conformed to the normal distribution, according to the 3δ criteria, and the soil pH value grade table of the coal mining subsidence area was obtained as shown in
Table 2.
The air temperature data were classified according to the standard deviation of the air temperature evaluation index and grade of “Air Temperature Evaluation Grade” (GB/T 35562–2017), as shown in
Table 3.
- 3.
Comprehensive evaluation grade of the ecological environmental quality
The fuzzy membership matrix was introduced to reflect the grade of the surface ecological environmental quality evaluation index in the subsidence area. In the evaluation, the measured value of the i evaluation factor is taken as , the standard value of grade j is (i = 1, 2, … n; j = 1, 2, …, n), and then the membership function of the evaluation factor is as follows:
The membership function for the first-level evaluation criteria, that is,
j = 1:
The membership function for the evaluation criteria of the
j to
n − 1 levels, that is,
j = 2, 3, 4, ……,
n – 1:
The membership function for the n-level evaluation criteria, that is,
j = n:According to the membership function and the measured value, the membership degree of each single factor to the evaluation standard can be calculated, and the following fuzzy relation matrix
R can be obtained.
where
i represents the number of evaluation indicators,
i = 1, 2, …, 13; and
j represents the number of index grades,
j = 1, 2, 3, 4.
According to C = BR, the membership degrees of the climatic factors, soil factors, vegetation factors, and hydrological factors in the criterion layer were calculated. The calculation result was dimensionless, that is, there was no unit. Then, according to the requirements of the maximum membership degree in the fuzzy mathematics method, after matrix operation, the membership degree of the surface ecological environmental quality in the subsidence area was finally obtained, in which level I is “excellent”, level II is “good”, level III is “average”, and IV grade is “poor”. According to the evaluation results, the ecological environmental quality grade of each evaluation unit in the subsidence area was determined, which provides theoretical guidance for the improvement of the surface ecological environmental quality in the subsidence area.