1. Introduction
Coal-seam fire generally refers to underground and near-surface fires in coal mines as well as conflagrations of coal piles and coal gangue dumps [
1]. As a global environmental problem, coal fires have a significant negative impact on the ecological environment, infrastructure, and the safety of coal mining [
2]. The combustion caused by such fires consumes a large amount of coal. It can lead to the formation of an underground combustion goaf that renders the area susceptible to geological accidents, such as landslides, structural collapse, and fissures [
3,
4]. The combustion of coal releases toxic gases and emits a large amount of heat that degrades the ecological environment [
5,
6].
The current common methods for coal fire detection mainly include field surveys, drilling, geophysical exploration, geochemical exploration, and remote sensing detection. Geophysical exploration methods mainly include transient electromagnetic, resistivity detection, radio waves, and ground-penetrating radar detection. Geochemical exploration methods mainly include dual-element tracer methods and radon gas detection. Remote sensing methods are mainly divided into thermal infrared remote sensing detection, multispectral remote sensing detection, and synthetic aperture radar interferometry. The first four methods often require manual carrying of related equipment for on-site surveys, which consumes significant manpower and resources. Additionally, there is a certain level of risk involved in the detection process. The remote sensing method possesses advantages such as a large monitoring area and short cycle, which compensates for the shortcomings of traditional coal fire detection techniques. Coal fire hazards can cause surface subsidence and cracks that cannot be captured by thermal infrared remote sensing. Interferometric synthetic aperture radar (InSAR) technology can calculate the subsidence in coal fire areas and provide data support for subsequent coal fire management. InSAR technology has the advantages of wide coverage, a short duration, and all-day and all-weather monitoring [
7,
8], which effectively compensates for the limitations of traditional measurement methods (leveling, GPS, total station measurement, etc.) in terms of high workload, high cost, and sparse measurement points [
9]. As an advanced earth observation technique, differential InSAR (D-InSAR) technology has been widely used to monitor surface deformations [
10,
11]. However, this technology is susceptible to spatio-temporal decorrelation and atmospheric delay and thus struggles to obtain highly precise surface deformations in a long time series [
12]. DS-InSAR technology has been developed to solve the problem of the sparseness of the monitoring points caused by the spatio-temporal decoherence of the area of interest [
13].
In contrast to the physical attributes of Persistent Scatterer (PS) targets, Distributed Scatterer (DS) targets are susceptible to factors such as temporal and spatial decorrelation, leading to inconsistent quality of interferograms. Therefore, prior to deformation analysis, DS targets need to be screened and optimized to improve signal-to-noise ratio and reduce error propagation probability. Unlike traditional time-series InSAR methods, DS-InSAR introduces two additional steps: homogeneous pixel selection and phase optimization. The former serves as a guarantee for the latter and is the core of DS-InSAR technology. Homogeneous pixel selection is an algorithm that employs statistical inference to measure the similarity between neighboring pixels and a central pixel. Under the assumption that pixels belonging to the same type of land cover exhibit similar backscattering properties and share the same phase scattering center, gathering similar pixels for parameter estimation can enhance the signal-to-noise ratio and maintain image resolution. This approach is particularly suitable for precise deformation monitoring in complex scenes. Therefore, the correct selection of homogeneous pixels is crucial in the DS-InSAR method. Numerous researchers have conducted studies on DS-InSAR techniques. In the backdrop of the problem whereby the KS test incurs a large error when only a small number of samples are available, Goel and Adam proposed the Anderson–Darling (AD) test to identify homogeneous pixels [
14]. Jiang et al. applied the BWS test to homogeneous pixel recognition in 2014 and used the KS, BWS, and CM tests to propose the fast, homogeneous pixel recognition (FaSHP) and the HTCI in 2015 and 2018, respectively. The core of the algorithm is to transform the hypothesis test problem into estimating the confidence interval and to identify homogeneous pixel points based on the similarity between data on pixels of the given image and the reference points in the time series [
15,
16]. Fan et al. improved the HTCI by using the Moravec operator to calculate the squared sum of the mean difference between the intensities of the time series of the central pixels in the vertical, horizontal, diagonal, and anti-diagonal directions to determine the confidence interval [
17]. Such methods of phase optimization, such as maximum likelihood estimation [
18], eigenvalue decomposition [
19], and filtering, are used to reduce noise and improve the quality of the phase.
Coal fire areas usually experience significant changes in overlying rock structure, surface cover, and soil characteristics due to high-temperature combustion. The lack of coherence in coal fire areas makes it challenging for traditional time-series InSAR techniques to comprehensively and accurately characterize surface deformation. However, DS-InSAR technology effectively addresses the issue of insufficient monitoring point density in low-coherence areas over long periods. DS-InSAR technology has been used to monitor surface deformation in areas with coal fires. Liu et al. used it to process data on 38 scenes of the fire zone in Xinjiang Miquan from the Sentinel-1 satellite from 2015 to 2017 and obtained information on long-term surface deformation. Their results showed that the density of monitoring points of the DS-InSAR was 124 times higher than that of the PS-InSAR, and it could be used to accurately characterize details of the trend of settlement in the fire zone [
20]. In 2022, Li et al. used the DS-InSAR to process 63 scenes of the fire zone in the Wuda coalfield area obtained from Sentinel-1 from 2017 to 2019 and calculated the long-term surface deformation of the area. The density of monitoring points, in this case, was 1.24 times higher than that of the temporarily coherent point InSAR (TCP-InSAR) [
21].
Although DS-InSAR technology provides accurate monitoring, it is affected by changes in objects on the ground and their temporal decoherence. For example, fixed confidence intervals are unsuitable for distinguishing between objects on the ground when selecting homogeneous pixels. Therefore, the authors of this paper propose an improved HTCI method to adaptively select the confidence interval, called Adp-HTCI, that makes full use of information on the intensity of each pixel in a fixed window to adaptively construct the confidence interval and thus improve the accuracy of selection of homogeneous pixels. The eigenvalue decomposition of the covariance matrix is used to optimize the phase and improve its quality. The results of experiments showed that the improved DS-InSAR approach could accurately reflect the surface deformation in areas with coal fires, which is important for determining their spatial distribution, state of combustion, and evolution. It can also provide technical support for the early warning and prevention of coal fires.
The structure of this article is as follows: after the introduction,
Section 2 presents the study area.
Section 3 introduces the existing methods for SHPs selection as well as the improved method proposed in this paper.
Section 4 showcases the results of SHPs selection and surface deformation monitoring in the coal fire area.
Section 5 and
Section 6 are discussion and conclusion, respectively.
4. Results and Analysis
4.1. Results of SHP Selection
The Xuzhuang mining area in Peixian, Xuzhou, China and the Sikeshu coalfield fire area in Wusu, Xinjiang, China, were selected as research areas for SHP selection. Once the image had been geographically registered, the window to choose the SHPs was set to , and the BWS test, KS test, GLRT test, HTCI method, D-HTCI method, and the Adp-HTCI method proposed in this paper were used in the experiments.
Figure 4a shows the map of the time series of the average intensity of pixels in the image of the Xuzhuang mining area, and
Figure 4b shows that of the fire zone in the Sikeshu coalfield in Wusu.
Figure 5 and
Figure 6 show the number distribution of homogeneous pixels selected using the above-mentioned six methods in the neighborhood of each pixel.
Figure 7a shows farmland or bare land, where a significant number of homogeneous pixels can be selected.
Figure 7b shows buildings where the count of selected homogeneous pixels is relatively low.
Figure 7d depicts water bodies where a higher number of homogeneous pixels can be selected.
Figure 7e displays the bridge’s road; the corresponding selection result indicates a lower count of homogeneous pixels in that location. According to the analysis, the following conclusions can be drawn: the number of chosen homogeneous pixels was small in images with more buildings, such as urban and rural settlements, while more homogeneous pixels were chosen in images of areas such as farmland and bare land. This is because there were more persistent scatterers in images of the former, resulting in a small number of homogeneous pixels, while areas such as the latter had weaker scattering and more distributed targets and, therefore, more homogeneous pixels.
Figure 8 shows that because the area with ongoing coal fire was located in a desert containing bare rocks that led to strong scattering, only a small number of homogeneous pixels could be selected. The KS and BWS methods selected more homogeneous points than both HTCI methods, but their results were rough. The HTCI method had a high rejection ratio. The incidence of Type II errors was reduced to improve the accuracy of the selection of homogeneous pixels, but this came at the cost of fewer selected pixels. The BWS and KS methods chose a large number of homogeneous pixels but incurred large values of the Type II error. The set of the selected homogeneous pixels thus contained heterogeneous samples.
4.2. Comparison of Approaches to SHP Selection
In this section, we compare and analyze the six methods of choosing homogeneous pixels: the KS test, BWS test, GLRT test, HTCI method, D-HTCI method, and the proposed Adp-HTCI method.
In the table, Time(s) refers to the runtime of the program. SHP > 20 refers to the total number of reference pixels with more than 20 homogeneous pixels. The mean value refers to the sum of the number of homogeneous pixels for all pixels in the image divided by the total number of image pixels.
Table 1 and
Table 2 compare the performance of the six methods on images of two regions. When extracting homogeneous pixels from the same area, the KS and BWS tests incurred a long execution time and had poor efficiency, while the GLRT test and the HTCI method had a higher efficiency of calculation. Because the HTCI method could more easily identify heterogeneous pixels, it had the lowest mean value of homogeneous pixels in the entire image. The KS and BWS tests had a large number of mean homogeneous pixels. This also verifies the results of the distribution shown in
Figure 5, 6. The results of statistical comparisons showed that the selection made by the D-HTCI method was unstable. Compared with the HTCI and D-HTCI methods, the proposed Adp-HTCI method obtained a significantly larger number of homogeneous pixels while maintaining the Type II error.
To more intuitively examine the advantages and disadvantages of the six methods for choosing homogeneous pixels, we chose pixels for visualization-based analysis. The pixels at (774, 138) and (702, 745) in
Figure 4a and at (865, 271) in
Figure 4b were selected as the reference points, and the window size was set. The results of the six methods are shown in
Figure 9,
Figure 10,
Figure 11 and
Figure 12:
Figure 9 shows the homogeneous pixel selection results for the farmland area. Due to the weak scattering characteristics of farmland regions, which are mostly distributed scatterers, a higher number of homogeneous pixels can be selected. It is clear that all six methods selected a significant number of homogeneous samples. Because the HTCI method incurred a large Type I error, it chose a slightly smaller number of homogeneous pixels than the non-parametric KS and BWS tests.
Figure 10 shows the homogeneous pixels selection results for the water. It can be seen that the proposed Adp-HTCI method outperforms the other five methods, as it is capable of capturing the complete outline of the water.
Figure 11 and
Figure 12 show the homogeneous pixels selection results for the road adjacent to the fishpond and the desert area, respectively. When the heterogeneity was significant, the KS and BWS tests generated incorrect selections, and the Type II error was large. Although the HTCI method was better able to identify heterogeneity, this came at the cost of the rejection of a large number of homogeneous pixels such that its Type I error was large. The proposed Adp-HTCI method was able to avoid incorrect selection to a greater extent than the other methods and chose a larger number of homogeneous pixels while maintaining the computational efficiency of the original HTCI method.
In summary, the Adp-HTCI method used information on the intensity of pixels around the central pixel to adaptively change the level of significance and the confidence interval to reduce the Type I error and improve the number of homogeneous pixels.
4.3. Analysis of the Results of the Subsidence of the Fire Area in Sikeshu Coalfield
4.3.1. Subsidence
The experiments were carried out according to the process described in
Section 3.4. Homogeneous pixels were selected using the proposed Adp-HTCI. Following the construction of the coherence matrix, the phase was optimized by its eigenvalue decomposition. Finally, the noise and the deformation phases were separated based on the principle of StaMPS technology, and three-dimensional (3D) phase unwrapping was carried out to obtain the cumulative settlement of the surface in the study area.
Figure 13 and
Figure 14 show the cumulative subsidence of the surface of the area with a coal fire in the Sikeshu coalfield in Wusu from June 2021 to May 2022, as obtained by the StaMPS and the DS-InSAR method, respectively. The StaMPS method selected 29,606 PS points, and the DS-InSAR method selected 511,712 DS points. There was thus prominent subsidence in the surface of the area. These observations, when combined with past reports, led us to conclude that the center of the area on fire had significant subsidence.
4.3.2. Comparison and Verification of Results of StaMPS-Based Monitoring
To compare the results of monitoring the DS-InSAR and the StaMPS methods in more detail, we set the same monitoring points obtained by the two techniques as homonymous points and compared them in terms of the cumulative deformation of these points. A total of 4101 pairs of homonymous point targets were selected in the experiment. The correlation and distribution of errors and their results of deformation are shown in
Figure 15.
Figure 15a shows that the results of deformation obtained by the two methods at the same point were consistent with a Pearson’s correlation coefficient of 0.87, which indirectly proves the reliability of the results of DS-InSAR. It is clear from
Figure 15b that the difference between the methods in terms of the cumulative deformation at the same point obeyed the normal distribution and thus conformed to the characteristics of accidental error. The results of the deformation of 2616 homonymous points were smaller than ±10 mm, accounting for 63.7% of the total. A total of 3756 homonymous points had deformations smaller than ±20 mm, accounting for 91.4% of the total. These results show that the deformations obtained using StaMPS were generally consistent with the results of monitoring obtained by DS-InSAR. However, combining these results shows that DS-InSAR obtained 17.28 times more monitoring points than StaMPS, which significantly improved the density of monitoring points in the area with ongoing coal fire that had undergone subsidence. Its results of deformation were thus theoretically more reliable.
4.3.3. Subsidence of the Surface at the Center of the Coal Fire
The center of the area of the coal fire in the Sikeshu coalfield was located at 84°32′12″E and 44°10′16″N, corresponding to the red box in
Figure 16. The right side shows an enlarged map of the area with subsidence.
To analyze the trend of change in the subsidence of the surface at the center of the area with coal fire, we constructed three profiles—A1A2, B1B2, and C1C2—as shown in
Figure 17a,b. The PS points and DS points selected along the same profile line are displayed in the same plot. From
Figure 17c–e, it can be observed that the trends of PS points and DS points are largely consistent, and the maximum subsidence values are similar, further validating the reliability of the improved DS-InSAR method. However, the low monitoring point density obtained by the StaMPS method cannot fully characterize the subsidence at the center of the coal fire area. Therefore, the following analysis will be based on the DS-InSAR monitoring results.
Figure 17c–e shows the cumulative distribution of settlement in a 100 m buffer zone along A1A2, B1B2, and C1C2. The image shows a symmetrical distribution on the A1A2 profile line, and starting at a distance of 600 m from point A1, the settlement increased uniformly with the distance to A1. The cumulative settlement reached its maximum value of −108.6 mm at a distance of 1266 m from point A1 and subsequently decreased uniformly with a further increase in the distance. The settlement area was roughly in the range of 600–1800 m from A1. The cumulative settlement reached its maximum value of −105.6 mm when it was 1578 m from point B1 on the line of profile B1B2, and its characteristics of distribution were similar to those of A1A2. The settlement area was roughly in the range of 800–2000 m from B1. The cumulative settlement reached its maximum value of −107.4 mm at a distance of 1590 m from point C1 on the line of profile C1C2, and its characteristics of distribution were similar to those of A1A2 and B1B2. The subsidence area was roughly in the range of 800–2600 m from C1. It is clear that the distribution of points on the three profiles was similar. The settlement area had a standard elliptical conic distribution. Its long axis was about 1800 m, and its short axis was about 1200 m. The settlement was the largest in the center, reaching −108.6 mm. Owing to the continuous combustion of underground coal seams, a combustion space was formed below the surface of the center of the area with the coal fire that caused the overlying stratum to slip and collapse, leading to the formation of a large number of cracks on the surface. Contact between the underground coal seams and air increased and promoted the development and spread of coal fires deep underground, resulting in long-term subsidence of the surface in the area.
5. Discussion
This paper proposes improvements to the DS-InSAR approach, focusing on the SHP selection. The authors introduce an adaptive confidence interval selection algorithm called Adp-HTCI and apply the improved DS-InSAR approach to monitor surface subsidence in Sikeshu coal fire areas. To demonstrate the universality of the proposed algorithm, the study areas include a mining area in an urban region and a coal fire area in a desert region with different geological conditions. The results of six different homogeneous pixel selection methods are compared. To provide a visual representation of the homogeneous pixel selection results, selected farmland areas, bridge roads, water and mountain areas are shown in local enlargements. The DS-InSAR approach is utilized to obtain the surface subsidence information for the Sikeshu coal fire areas from June 2021 to May 2022, and a correlation analysis is performed on the subsidence at the center of the coal fire area. The reliability of the improved DS-InSAR approach is validated by comparing it with the monitoring results obtained using the StaMPS method.
The paper presents six homogeneous pixel selection methods, five being existing methods and one the proposed method. KS and BWS tests are non-parametric methods that do not require assumptions about the distribution of samples. They have a distinct advantage when significant temporal variations exist in the study area. However, these methods have lower efficiency and larger Type II errors in homogeneous pixel selection. GLRT, HTCI, D-HTCI, and Adp-HTCI are parametric test methods that have higher efficiency and require assumptions about the distribution of samples. When the assumptions are satisfied, these methods perform well in homogeneous pixel selection and can effectively distinguish the heterogeneity of pixels. However, the HTCI method is greatly influenced by the accuracy of reference pixel values, and errors can occur when the estimated values of reference pixels are inaccurate. The results of homogeneous pixel selection indicate that for the four different types of land cover—roads or buildings, agricultural fields, water areas, and mountain areas—both the KS test and BWS test have significant Type II errors, often selecting pixels outside the homogeneous regions and yielding large errors in the selection results. The results of the GLRT and HTCI-based algorithms are similar, but the proposed Adp-HTCI algorithm has two advantages based on the number of selected homogeneous pixels: (1) lower probability of misselection compared to other algorithms for homogeneous pixel selection, (2) In homogeneous regions, the Adp-HTCI algorithm can select more homogeneous pixels to facilitate subsequent coherence matrix construction and phase optimization.
Although the Adp-HTCI algorithm proposed in this paper can somewhat reduce the misselection rate and increase the number of selected homogeneous pixels, there are still some limitations: (1) although HTCI algorithms are capable of effectively characterizing the heterogeneity of pixels, they reduce the number of SHP selection, leading to a larger Type I error, (2) HTCI test results are greatly influenced by the estimated values of reference pixel ground truths, and errors will increase if the estimates are inaccurate. These two deficiencies are also inevitable for the Adp-HTCI algorithm.
Regarding the two issues raised above, we currently have some directions. Firstly, the proposed method in this paper constructs dynamic confidence intervals by multiplying a constant with weights, and the selection process for weights is relatively simple. In future work, we will conduct more in-depth research on weight selection. Secondly, although non-parametric tests have a higher Type II error, they have a smaller Type I error. In future work, we will attempt to combine non-parametric tests (such as KS) with parametric tests (such as HTCI).