Water in the subsidence area is a good choice for solving the water shortage in the coal mining area of China. In this study, positive matrix factorization model has been applied for the concentrations of seven kinds of trace metals (Pb, V, Cr, Mn, Co, Ni and Cu) in water from the subsidence area in the Luling coal mine, northern Anhui Province, China for identifying and quantifying their potential sources. Statistical analyses (including coefficients of variation and P-value of Anderson–Darling test) of metal concentrations indicate that multi factors (geological weathering/dissolution, filling of coal gauge and anthropogenic discharge) are responsible for the metal concentrations in the water. Based on the variations of Q values, three sources have been determined by US EPA (US Environmental Protection Agency) positive matrix factorization model: coal gauge filling, geological weathering or dissolution and waste discharge. The contribution degrees of these sources for all of the pools are different, and therefore, different strategies (e.g. clean the waste and the coal gauge around and in the pools) should be applied with different pools.
INTRODUCTION
Ground subsidence is a common phenomenon in the surface of the earth, which can be induced by either natural or anthropogenic activities, such as dissolution of limestone in the karst terrains, sub-surface mining, natural gas extraction and earthquake, etc. However, it is considered to be the most serious one among the environmental problems induced by underground coal mining in China during the last decades (Li et al. 2007; Yao et al. 2010; Yang & Liu 2012): the newly formed subsidence area is up to 130 km2 every year and the subsidence area has raised up to 700,000 hm2 by the end of 2006 (Meng et al. 2009).
Shortage of water in the current world and China is serious because of the variations of natural conditions and the anthropogenic contamination, and this phenomenon is more serious in coal mining areas: more than 71% of the coal mining areas in China were lacking of water and 40% of them were serious (Gui et al. 2011). Because of this situation, most of the studies focused on the underground water in the coal mining area (Chen et al. 2013; Sun and Gui 2013; Sun et al. 2014). However, the water in the subsidence pools of the coal mining area, have not yet been considered before the year of 2000.
Trace elements, especially the toxic ones (e.g. Hg, Cd, Pb, Zn et al.), have long been concerned by scientists because of their special characteristics, including multi kinds of sources, toxicities for human health and difficulties of remediation (Begum et al. 2009; Peng et al. 2009; Alinnor & Obiji 2010). However, although some studies related to the water quality from the subsidence area have been processed (e.g. Liu & Lu 2009; Sun et al. 2015), the work related to the trace metals have not been undertaken.
Therefore, in this study, a total of forty-nine water samples have been collected from the subsidence water area in the Luling coal mine, an old coal mine with large area of subsidence area in northern Anhui Province, China, and the concentrations of seven kinds of trace metals (Pb, V, Cr, Mn, Co, Ni and Cu) have been analyzed. Then, their sources have been calculated by EPA positive matrix factorization (PMF) model.
MATERIALS AND METHODS
Study area
Location of the study area (I, II, III and IV are sample locations in subsidence water areas around the Luling coal mine).
Location of the study area (I, II, III and IV are sample locations in subsidence water areas around the Luling coal mine).
The main coal seams in the coal mine are 8th and 10th. After coal mining, eight subsidence areas have been formed before 2002, including 81, 82, 83, 84, 86, 88, 101 and 102. And the area has been increased up to 1,000 acres today. Most of the subsidence depth is higher than 7 m, and the water depth is near 3 m (Figure 1). Comparatively, four pools related to this study have different natural conditions: pool I and II have relative high content of water, whereas pool III is a closed system without hydraulic connection with other pools and, surrounded by human residence. Moreover, coal gauge filling is common in all of the pools.
Analytical methods
A total of forty-nine water samples have been collected from the subsidence water areas in the Luling coal mining area (13, 14, 12 and 10 samples from pools I, II, III and IV in the Figure 1, respectively). Water samples were filtered through 0.45 μm pore-size membrane and collected into a 2.0 L polyethylene bottles that had been cleaned in the laboratory, and immediately acidified to pH < 2 by HNO3 for prevention of element precipitation and/or adsorption by the bottle. Then the samples were sent to the laboratory for analysis in 24 hours. Analytical processes were taken place in the Engineering and Technology Research Center of Coal Exploration in Anhui Province, China. Concentrations of seven kinds of trace metals (Pb, V, Cr, Mn, Co, Ni and Cu) have been analyzed by Inductively coupled plasma mass spectrometry (ICP-MS) (Element II). The international standard solutions after dilution have been applied for calibration, and most of the samples have relative standard deviations less than 10%.
PMF
PMF is a Principal Component Analysis (PCA)-based receptor model with non-negative constraints that involve solution of quantitative source apportionment equations by oblique solutions in a reduced dimensional space (Paatero & Tapper 1994; Paterson et al. 1999). The PMF model defines the concentration matrix of chemical species measured at receptor sites as the product of source composition and contribution factor matrices matrix with a residue matrix. It has long been used for quantifying the source contributions in environmental studies. In this study, the model created by US EPA (PMF 5.0) has been applied, and the detailed information about the software can be found in Norris & Duvall (2014).
RESULTS AND DISCUSSIONS
Descriptive statistics
Analytical results of this study are synthesized in Tables 1 and 2. As can be seen from the Table 1, the mean concentrations of the water samples are Mn > V > Cu > Ni > Cr > Co > Pb. Their mean concentrations are 4.777 μg/l, 3.731 μg/l, 0.885 μg/l, 0.648 μg/l, 0.127 μg/l, 0.092 μg/l and 0.046 μg/l, respectively. However, water samples from the different pools have different concentrations of metals: water samples from the pool IV have the highest mean concentrations of most of the trace metals except for Mn, whereas the water samples from the pool III have the highest mean concentrations of Mn. Moreover, most of the lowest mean concentrations of the trace metals are observed in the pool II. This phenomenon might be, induced by the different natural and anthropogenic conditions.
Descriptive statistics of metal concentrations (μg/l)
. | Pb . | V . | Cr . | Mn . | Co . | Ni . | Cu . |
---|---|---|---|---|---|---|---|
N | 49 | 49 | 49 | 49 | 49 | 49 | 49 |
Minimum | 0.03 | 1.256 | 0.043 | 0.061 | 0.059 | 0.271 | 0.067 |
Maximum | 0.089 | 8.737 | 0.239 | 95.108 | 0.192 | 1.242 | 1.638 |
Median | 0.044 | 2.585 | 0.108 | 0.241 | 0.076 | 0.602 | 0.91 |
Mean | 0.046 | 3.731 | 0.127 | 4.777 | 0.092 | 0.648 | 0.885 |
Coefficient of Variation | 0.278 | 0.591 | 0.469 | 3.93 | 0.41 | 0.263 | 0.371 |
P-value | <0.01 | <0.01 | <0.01 | <0.01 | <0.01 | <0.01 | 0.052 |
. | Pb . | V . | Cr . | Mn . | Co . | Ni . | Cu . |
---|---|---|---|---|---|---|---|
N | 49 | 49 | 49 | 49 | 49 | 49 | 49 |
Minimum | 0.03 | 1.256 | 0.043 | 0.061 | 0.059 | 0.271 | 0.067 |
Maximum | 0.089 | 8.737 | 0.239 | 95.108 | 0.192 | 1.242 | 1.638 |
Median | 0.044 | 2.585 | 0.108 | 0.241 | 0.076 | 0.602 | 0.91 |
Mean | 0.046 | 3.731 | 0.127 | 4.777 | 0.092 | 0.648 | 0.885 |
Coefficient of Variation | 0.278 | 0.591 | 0.469 | 3.93 | 0.41 | 0.263 | 0.371 |
P-value | <0.01 | <0.01 | <0.01 | <0.01 | <0.01 | <0.01 | 0.052 |
Metal concentrations of water from the subsidence areas (μg/l)
. | Pb . | V . | Cr . | Mn . | Co . | Ni . | Cu . |
---|---|---|---|---|---|---|---|
I (n = 13) | 0.045 | 2.48 | 0.114 | 0.202 | 0.077 | 0.662 | 0.991 |
II (n = 14) | 0.042 | 2.54 | 0.061 | 0.200 | 0.070 | 0.570 | 0.898 |
III (n = 12) | 0.045 | 3.01 | 0.162 | 17.7 | 0.075 | 0.511 | 0.430 |
IV (n = 10) | 0.052 | 7.88 | 0.192 | 1.61 | 0.163 | 0.906 | 1.274 |
. | Pb . | V . | Cr . | Mn . | Co . | Ni . | Cu . |
---|---|---|---|---|---|---|---|
I (n = 13) | 0.045 | 2.48 | 0.114 | 0.202 | 0.077 | 0.662 | 0.991 |
II (n = 14) | 0.042 | 2.54 | 0.061 | 0.200 | 0.070 | 0.570 | 0.898 |
III (n = 12) | 0.045 | 3.01 | 0.162 | 17.7 | 0.075 | 0.511 | 0.430 |
IV (n = 10) | 0.052 | 7.88 | 0.192 | 1.61 | 0.163 | 0.906 | 1.274 |
Previous environmental studies revealed that coefficient of variation is a good indicator for revealing the contribution of chemical constitutes in natural environment from anthropogenic activities: a low coefficient of variation (<0.1) indicates the low degree of anthropogenic contribution, whereas a high coefficient of variation (>0.9) indicates high degrees of anthropogenic contribution. In this study, metal concentrations of the water samples have coefficients of variations range from 0.278 to 3.93, which indicates that all of them are statistically inhomogeneous and cannot be contributed by a single natural source, especially the metal Mn with coefficient of variation (>0.9). This consideration can also be supported by their P-values of Anderson–Darling test, as only Cu have P-values higher than 0.05 (Table 1), which means that all of the metal concentrations (except for Cu) cannot pass the normality test, and implying that they have multi sources.
Such a phenomenon is consistent with the truth that there are multi factors can affect the environment of the subsidence pools in this study, e.g. geological weathering/dissolution of natural rocks and/or sediments, anthropogenic waste discharge around the pool and the application of coal gauge for filling of subsidence areas.
The number of sources
Before the modeling of EPA PMF model, all of the data were firstly checked by concentration/ Uncertainty model. The results suggest that all of the seven kinds of trace metals have been classified to be strong category, which suggest that all of them can be used for PMF analysis.
Determination of the factor numbers in factor analysis is an important work, and several principles have been used in previous studies, such as the Kaiser criterion (Kaiser 1960), the screen test (Cattell 1966) and the Exner function (Exner 1966), and now, Eigen-value higher than one is the most popular applied criterion. In PMF, the determination of the number of factors is also complicated, because too few factors can combine different sources together, whereas too many factors will make a real factor further dissociate into two or more non-existing sources (Lee et al. 1999).
Coefficients between observed and predicted data
. | Pb . | V . | Cr . | Mn . | Co . | Ni . | Cu . |
---|---|---|---|---|---|---|---|
r | 0.190 | 1.000 | 0.597 | 1.000 | 0.964 | 0.911 | 0.977 |
. | Pb . | V . | Cr . | Mn . | Co . | Ni . | Cu . |
---|---|---|---|---|---|---|---|
r | 0.190 | 1.000 | 0.597 | 1.000 | 0.964 | 0.911 | 0.977 |
Note: rα = 0.351 (α = 0.01), rα = 0.271 (α = 0.05).
Source profiles
Factor fingerprints (upper and lower are based on base model and Fpeak rotation, respectively).
Factor fingerprints (upper and lower are based on base model and Fpeak rotation, respectively).
Factor contributions (%) for trace metals
. | Pb . | V . | Cr . | Mn . | Co . | Ni . | Cu . |
---|---|---|---|---|---|---|---|
Factor 1# | 8.6 | 46.2 | 28.2 | 4.7 | 20.4 | 5.8 | 1.9 |
Factor 2# | 82.4 | 51.4 | 67.0 | 4.0 | 75.0 | 91.2 | 97.5 |
Factor 3# | 9.0 | 2.4 | 4.8 | 91.3 | 4.6 | 3.0 | 0.6 |
Factor 1* | 32.3 | 43.6 | 38.1 | 5.6 | 33.4 | 30.1 | 29.7 |
Factor 2* | 60.1 | 54.2 | 57.5 | 13.4 | 62.7 | 67.3 | 70.3 |
Factor 3* | 7.5 | 2.2 | 4.4 | 81.0 | 3.9 | 2.6 | ‒ |
. | Pb . | V . | Cr . | Mn . | Co . | Ni . | Cu . |
---|---|---|---|---|---|---|---|
Factor 1# | 8.6 | 46.2 | 28.2 | 4.7 | 20.4 | 5.8 | 1.9 |
Factor 2# | 82.4 | 51.4 | 67.0 | 4.0 | 75.0 | 91.2 | 97.5 |
Factor 3# | 9.0 | 2.4 | 4.8 | 91.3 | 4.6 | 3.0 | 0.6 |
Factor 1* | 32.3 | 43.6 | 38.1 | 5.6 | 33.4 | 30.1 | 29.7 |
Factor 2* | 60.1 | 54.2 | 57.5 | 13.4 | 62.7 | 67.3 | 70.3 |
Factor 3* | 7.5 | 2.2 | 4.4 | 81.0 | 3.9 | 2.6 | ‒ |
Note: # and * mean base model run and after Fpeak (−0.5) rotation run.
For better understanding about each factor, the Fpeak rotation has been processed for the analysis with Fpeak strength between −1.0 and 1.0 (step = 0.5). The results suggest that with Fpeak strength equal to −0.5, the Qrobust and Qtrue is the smallest, 49.5 and 2.6, respectively, with coveraged to be ‘yes'. The analytical results with Fpeak strength equal to −0.5 are also shown in Figure 3 and synthesized in Table 4 for comparison. As can be seen from the figure and table, the contributions of each factor for each metal have been changed relative to the base model run. Factor 1 is dominated by V and followed by Cr, Co, Pb, Ni, Cu and Mn, Factor 2 is dominated by Cu, Ni, Co, Pb and followed by Cr, V and Mn, whereas Factor 3 is dominated by Mn and followed by Pb, Cr, Co, Ni and V.
Factor contributions (upper and lower are based on base model and Fpeak rotation, respectively. Sample 1–13, 14–27, 28–39 and 40–49 are collected from pools I, II, III and IV, respectively).
Factor contributions (upper and lower are based on base model and Fpeak rotation, respectively. Sample 1–13, 14–27, 28–39 and 40–49 are collected from pools I, II, III and IV, respectively).
The second factor can be explained to be the source related to geological weathering or dissolution. That's because it has the highest mean contributions for all of the samples (0–100%, mean = 56.4%), and its contribution is relative stable and high (65.9–100%) in the pool I and II (Figure 4), where have not been dramatically affected by human activities because of their high contents of water storage. Moreover, Cu is one of the dominant metal of this factor, and it is the only one can pass the normality test with P-value higher than 0.5 (Table 1).
The third factor, as revealed by Figures 3 and Table 4, is considered to be the source related to waste discharge, because it is dominated by Mn, which is considered to be main pollution related to waste discharge except for N, P and Fe (Yan 2008). It can also be demonstrated by the coefficient of variation, as Mn has coefficient of variation up to 3.93, which indicates that it has high degree of spatial inhomogeneous, which is considered to be an indicator of anthropogenic contribution. It can also be observed in Figure 4 that about 28.6% of the samples are contributed by this factor, but most of them are collected from the pool III and IV, where are rounded by human residence (Figure 1).
Source contributions
Such a phenomenon reflects the different natural and anthropogenic conditions of these four pools. The waste discharge has highest degree of impact on the pool III, that's because it is surrounded by human residence. The coal gauge source has contributions for all of the samples, but the contributions for the pool IV and III are relative obvious, because these two pools are filled by coal gauge, and the water storage in them are relative low. The geological weathering or dissolution source has highest contributions for the water in the pool I and II, high content of water is the main factor, because high content of water can accelerate the weathering and dissolution process, and dilute the pollution from anthropogenic activities. Therefore, before application of the water in these subsidence pools, different strategies (e.g. clean the waste and the coal gauge around and in the pools) should be applied.
CONCLUSIONS
Based on the application of EPA PMF model for the concentrations of seven kinds of trace metals (Pb, V, Cr, Mn, Co, Ni and Cu) in water from the subsidence area in the Luling coal mine, northern Anhui Province, China, the following conclusions have been obtained:
The water samples have mean concentrations of Mn > V > Cu > Ni > Cr > Co > Pb, and the metal concentrations among different pools are different with each other, which suggest that they have different natural and anthropogenic conditions.
Statistical analysis, including coefficients of variation and Anderson–Darling test of metal concentrations indicate that they are affected by multi factors (geological weathering/dissolution, coal gauge filling and anthropogenic discharge).
Based on the variations of Q values, three sources have been determined by EPA PMF model: coal gauge filling, geological weathering or dissolution and waste discharge, and their contributions are different for the water chemistry in different pools.
According to the analytical results, different strategies (e.g. clean the waste and the coal gauge around and in the pools) should be applied.
ACKNOWLEDGEMENTS
This work was financially supported by National Natural Science Foundation of China (41302274), the Foundation of Scholarship Leaders in Suzhou University (2014XJXS05).