1. Introduction
Peatland plays a critical role in carbon cycling, hydrology, and biodiversity and contributes to terrestrial carbon storage [
1]. However, tropical peatland in Southeast Asia has undergone rapid degradation due to land conversion to agriculture, such as commercial oil palm and paper pulp tree plantations, since the 1970s [
2,
3]. Because deforestation associated with land transformation raises soil temperature and increases the number of drainage canals, a large area of tropical peatland has been drained, resulting in a decrease in the groundwater level (GWL) [
4]. Such degradation accelerates peat microorganism oxidation (microbial decomposition) due to the increase in temperature and aeration together with a massive release of CO
2 into the air and increasing peat fire risk. As the GWL decreases, tropical peatland subsides due to oxidation and peat shrinkage (consolidation and compaction). The peat subsidence associated with oxidation shows irreversible long-term behavior that usually continues for decades [
5]. Moreover, peat shows short-term reversible deformation (peat oscillation) in response to climatic variations (i.e., changes in GWL) [
6]. Therefore, measurement of both long-term and short-term peat surface deformation is valuable for evaluating the peat condition and assess peatland restoration [
5].
Spaceborne synthetic aperture radar (SAR) is capable of regional-scale and regular data collection for surface deformation measurement and can reveal long-term dynamics using time-series interferometric SAR (TInSAR) [
7]. TInSAR is a powerful geodetic technique to derive the temporal evolution of surface deformation. A series of repeated SAR images are taken into account in order to enable TInSAR to reduce atmospheric noise, orbital error, and spatio-temporal decorrelation. Some studies have used the TInSAR technique to monitor tropical peatland subsidence. Zhou et al. prepared a subsidence map for central Kalimantan in Indonesia derived from L-band ALOS PALSAR data and revealed restoration effects in the subsidence results [
8]. Furthermore, Hoyt et al. computed large-scale (2.7-Mha) subsidence across Southeast Asian peatland from 2007 to 2011 with ALOS PALSAR data and quantified the widespread peat carbon loss due to oxidation [
9]. The research in [
10,
11] revealed subsidence over peat-dominated Bengkalis Island in Indonesia using ALOS-2 PALSAR-2 data. Sentinel-1 C-band SAR data can also allow mapping of subsidence and were applied to tropical peatland in [
10,
12,
13].
A number of TInSAR algorithms are available [
7], and they can be categorized into three groups [
14]. The first group is the persistent (point) scatterer (PS) approach that exploits continuously phased stable scatterers, usually corresponding most often to one dominant scatterer in the resolution cell [
15,
16]. The PS approach is therefore well suited for man-made targets in urban areas. The second one is the distributed scatterer (DS) approach, which relaxes the strict limit on the PS approach and treats a sufficiently large group of adjacent pixels sharing the same scattering mechanism using a redundant network of interferograms [
14]. The DS approach can be applied to distributed natural areas, which are generally affected by high temporal decorrelation due to vegetation. The third one is a hybrid approach that accounts for both PS and DS [
17,
18].
Due to the great demand for deformation monitoring over natural distributed terrain, many DS approaches have been proposed so far, which can be categorized based on the interferogram network for deformation inversion. The first one uses all possible interferograms of employed SAR single-look complex (SLC) images (full network approach) [
19] and estimates the deformation by the maximum likelihood estimator [
18] or eigenvalue decomposition of the covariance matrix [
20,
21]. The second one uses part of all possible interferograms characterized by small spatio-temporal baselines, called small baseline subsets (SBAS), and estimates phase time series by least-squares (LS) estimation of a series of unwrapped phases [
22,
23]. Compared with the full interferogram network approach, SBAS is considered an efficient method for fast decorrelated pixels [
24].
The adaptivity and accuracy of the TInSAR approach highly depend on the application and targets. When we aim to measure surface deformation over vegetated terrain, the SBAS seems to be one of the best solutions. Yunjun et al. proposed a new SBAS routine workflow with two improved phase unwrapping error correction algorithms [
24]. This workflow selects coherent scatterers (CS) based on temporal coherence as a reliability measure to include not only decorrelation noise but also possible phase unwrapping errors. It was implemented as open-source software, named Miami InSAR time-series software in Python (MintPy) [
24].
Here, we address monitoring peatland surface deformation in high temporal sampling. For this reason, we employed the Sentinel-1 C-band SAR satellite using the SBAS method. However, due to the dynamic surface scatterer changes, a direct adaptation of SBAS to tropical peatland is problematic. One example of the cause of such surface scatterer changes is a peat forest fire that transforms dense vegetation to bare ground or sparse vegetation. Such an event leads to an abrupt change in the scatterers. Other examples are farming or small-holder and industrial-plantation (e.g., oil palm and pulp tree) areas that exhibit a growth cycle, leading to evolutionary changes in vegetation scattering mechanisms.
As the duration of InSAR observations has increased over tropical peatland areas, some interferograms may suffer from the effects of inevitable surface scatterer changes. The abrupt and evolutionary changes in scatterers lead to decorrelation, systematically decreasing the number of CSs. Those scatterers may exhibit reasonable coherence during part of the time series. Such scatterers are referred to as temporary coherent scatterers (TCSs) [
25]. The change time detection methods can identify coherent intervals. A number of methods have been proposed in the literature to statistically detect TCSs and identify coherent intervals [
26,
27,
28,
29,
30]. Those TCS detection approaches were recently extended to the PS interferometry (PSI) framework. Hu et al. proposed a PSI method incorporating TCS [
25]. Following this work, Nils et al. proposed integrating TCS into a PSI with iterative parameter estimation and phase unwrapping approaches. Although those developed algorithms provide an adaptive solution to scatterer change timing detection, it is computationally inefficient to process a large number of SLC images in deformation monitoring and is not tailored for the SBAS method. In addition, evolutional changes that occur in vegetated areas were not taken into account because previous studies considered only abrupt changes.
In the present work, we developed a simple and efficient approach based on SBAS to increase the density of CSs for tropical peatland deformation monitoring. The approach separates a long-time series of SAR images into several subsets. To our knowledge, incorporating the TCS concept into SBAS has not been discussed in any publications. Our intent is, therefore, to demonstrate the effectiveness of the temporal subset concept for SBAS and the applicability of the simple yearly based subset strategy based on the knowledge of seasonal and evolutional scatterer change. The solution was investigated by InSAR simulation and validated with tropical peatlands in Indonesia. We estimated a three-year tropical peatland surface deformation time series in the late 2010s (January 2018–January 2021) by our approach using Sentinel-1 C-band SAR data.
3. Methodology
3.1. Time Series InSAR Processing
We processed three years of Sentinel-1A SLC data (C-band center frequency: 5.405 GHz) from January 2018 to January 2021 with 12-day intervals. The observation mode was an interferometric wide swath mode achieved by terrain observation by progressive scan [
39]. We used vertical-vertical polarization in this study. To generate co-registered and phase-unwrapped interferogram stacks, we employed the stack sentinel processor in ISCE2 (
https://github.com/isce-framework/isce2 (accessed on 2 August 2021)) [
40]. A network-based enhanced spectral diversity approach was applied to Sentinel-1A images in ISCE2 for high-precision co-registration of SLC images [
40]. For interferogram generation, we used a sequential interferogram network that pairs interferograms with their three nearest neighbors forward in time. An example of an interferogram network for Frame 3 is shown in
Figure 6. Although this network with three nearest neighbors results in a 36-day maximum temporal baseline for a 12-day interval, some of our interferograms are paired with a 48-day temporal baseline due to missing SLC images.
We then performed multi-looking for each interferogram by 23 in the range (~100-m resolution) and 7 in the azimuth direction (~100 m resolution), and applied the Goldstein filter with a strength of 0.5. At the last stage of the stack sentinel processor, the SNAPHU algorithm was applied for phase unwrapping [
41]. MintPy further processed a stack of phase-unwrapped interferograms generated by ISCE2 to produce a deformation time series.
For our processing, a reference point (point with known deformation) was set at Global Navigation Satellite System (GNSS) observation positions installed by the Geospatial Information Agency (BIG) of Indonesia [
42]. The positions of this GNSS station are displayed as white circles in
Figure 1. Therefore, all deformation values are referenced to a selected GNSS location. When a small deformation was found at some GNSS sensors, we subtracted the deformation at the GNSS sensor from the estimated time series deformation values of the corresponding InSAR frame. Because Frame 2 does not contain a GNSS station, we set a reference point at Sampit city (latitude/longitude: −2.54/112.96) in Central Kalimantan for Frame 2, assuming no deformation at Sampit city during the observation period.
Considering that
M interferograms are generated by
N SAR images, the
i-th generated phase-unwrapped interferogram for each pixel can be modeled as
where
denotes the phase difference due to deformation,
denotes the atmospheric phase screen (APS) caused by temporal changes in tropospheric refractivity,
denotes the residual topographic phase due to digital elevation model error,
denotes decorrelation phase noise, and
denotes the integer phase ambiguity due to phase unwrapping error. MintPy further corrected the phase unwrapping error, atmospheric phase
, and topographic phase error
to precisely estimate the deformation phase term.
For spatio-temporal phase unwrapping, we applied two types of methods in MintPy: (1) the bridging method and (2) the phase closure method, both proposed in [
24]. The bridging algorithm aims to estimate the integer phase ambiguity between “reliable regions” (one of the outcomes from SNAPHU [
41]), which are a group of pixels believed to be free of relative local unwrapping errors [
24]. This algorithm spatially corrects phase unwrap error based on the assumption that the phase difference between two reliable regions is less than
rad. In the temporal domain, the phase closure method estimates the integer phase offset based on the consistency of triplets of the interferometric phase.
After phase unwrap error correction, the interferometric phase in matrix form for each pixel can be given as
where
is the [M
1] vector of the interferometric phase,
is the [M
N-1)] design matrix,
is [(N-1)
1] vector of raw phase (
), and
is the [M
1] vector of the residual phase. Note that the initial phase
is removed from the system in (3) so that all raw phase values become relative measures referenced to
. The system in (3) is solved by weighted least-squares (WLS) solution, and the raw phase time series can be given by
where
is an [M
M] square diagonal matrix that contains the inverse of the phase variance
[
43]. The quality of the inverted phase is then evaluated by the temporal coherence lying in the interval (0, 1) defined in each pixel as
where
is an [M
1] identity matrix. Note that the decorrelation noise, residual phase unwrapping error, and phase contribution due to changes in scatterer properties (e.g., soil moisture) will degrade the
. The pixels with
higher than the predefined threshold of 0.65 were selected as CSs in our processing. Note that this threshold value was empirically determined in this study.
The nuisance terms of atmospheric phase error and topographic phase error are included in the derived raw phase time series in (4), which need further compensation. Global Atmospheric Models were used to estimate the atmospheric phase delay using re-analysis ERA5 data [
44]. The residual topographic phase was corrected by the method in [
45]. Once those nuisance terms were corrected, we obtained compensated raw phase time series vector
, which is expressed as the sum of the deformation phase vector
and residual phase error vector
.
Finally, line-of-sight (LOS) deformation was converted into vertical deformation by , where and denotes the incidence angle.
3.2. Temporal Subset SBAS Processing
We found a dynamic change in surface scatterers over the study area, mainly due to seasonal massive fire events and vegetation growth. As the observation period progresses, inevitable changes in scatterers are likely included in a series of SAR images. Such scatterer changes modify the noise level; hence, both decorrelated and less-decorrelated terms exist during the observation period, showing limited intervals of phase stability. In this case, although high phase stability was found in a specific period, the part of the data with high decorrelation would have degraded the overall . Consequently, such pixels were often rejected as CS when the whole datasets were simultaneously processed, leading to a spatially sparse density of deformation monitoring. The possible solution to this problem is to separate a series of SAR data into decorrelated and less-decorrelated periods, followed by evaluating for each separate data series. The timing of separation and the number of subsets highly depend on the pixels. A pixel-based adaptive approach can be considered; however, it carries a high computational burden because it evaluates each pixel. In this study, we applied the same data separation criterion to all the pixels, that is, the subset separation timing and the number of subsets were identical for all pixels.
After subset separation, interferograms were formed by SLC images of the corresponding subset through a sequential network. In our case, a stack of co-registered unwrapped interferograms was first generated, then the interferograms corresponding to the subset’s SLC images were extracted.
Figure 6 schematically demonstrates this approach in the case of subsets divided by year. Subsequently, the WLS inversion was repeated for each subset. The temporal coherence of the
k-th subset is given as
where
is the set of SLC images corresponding to the
k-th subset and
denotes the number of interferograms formed by
. The deformation time series is then estimated at selected CSs with atmospheric phase and topographic phase error corrections.
Consequently, we obtained a different number of CSs for each subset. The pixels that show CSs from the first to last subset are referred to as “continuous CS (CCS),” while the pixels that show CSs for only part of subsets are referred to as “TCS” in our approach. To distinguish this approach from the conventional method that has no subset separation, hereafter, the proposed temporal subset SBAS approach is referred to as SUBSET, while the conventional method is referred to as WHOLE.
3.3. Evaluation of SUBSET with a Simulated Environment
The impacts of the subset separation timing and the number of subsets K for the SUBSET approach were investigated with a simulated environment. We simulated a stack of interferometric phase images ( pixels) with a temporal decorrelation model. The temporal coherence was computed for both WHOLE and SUBSET. The simulation was conducted by the following procedure:
Noise-free raw phase series are first simulated based on an arbitrary deformation phase model . We adopt linear subsidence with a yearly trend model by in millimeters, where denotes the number of days from the initial date.
Spatial coherence is computed based on the temporal decorrelation model with exponential decay [
38],
where
accounts for the infinite value of coherence and
is the time for the coherence to drop to
of its initial value.
Figure 7 shows examples of the temporal decorrelation model for several
values from 4 to 20 with
. Note that other decorrelation sources that exist in actual data, such as geometric decorrelation, doppler centroid decorrelation, volume decorrelation, thermal or system noise decorrelation, and processing-induced decorrelation [
46], were omitted from this simulation for simplicity.
Figure 7.
Temporal decorrelation model employed in the simulation. is varied from 4 to 20 with .
Figure 7.
Temporal decorrelation model employed in the simulation. is varied from 4 to 20 with .
Interferometric phase noises are statistically simulated based on the following probability density function (pdf) [
43],
with
where
is the expected interferometric phase
,
is the gamma function, and
denotes the number of looks. We set
and
as 0 and 25, respectively, in this simulation. Phase noises are generated by a normalized cumulative sum of the pdf. Finally, generated interferometric phase noises are added to the noise-free phase generated in step 1.
Phase variance for each interferogram and pixel is calculated by a moving spatial window on the interferogram images generated in step 3. Spatial coherence is then estimated by the relationship .
Raw phase time series are estimated by a WLS solution using the derived phase variances. Finally, the temporal coherence is computed based on (6). Note that derived in this simulation was expected to be lower than that in real cases because it does not account for possible phase unwrapping errors and other decorrelation sources.
In total, 267 interferograms ( pixels) were simulated. Those were formed by 91 simulated raw phase images using the sequential network with three nearest-neighbor connections where the observation time of the raw phase series is the same as that of the Frame 3 data. Under this simulation, we performed three types of analysis, as described below.
First, we investigated the
dependency on the decorrelation models. We varied
from 4 to 20 days with
and calculated
for both SUBSET and WHOLE. SUBSET with
K=3 separated by equal intervals was evaluated in this simulation, that is, data were separated by year. The generated three subsets are 2018, 2019, and 2020, respectively. The spatial coherence matrices of WHOLE for
and
are shown as examples in
Figure 8a,b. Those spatial coherence matrices show higher spatial coherence for higher
value. A bar plot of the resulting
is shown in
Figure 8c.
Figure 8c shows an increasing trend of
from 0.6 to 0.92 as
increases.
Figure 8c also reveals similar values for SUBSET (2018, 2019, and 2020) and WHOLE because we applied the same decorrelation model to all the periods. Therefore, it is shown that the data separation done in SUBSET does not alter the
under the uniform decorrelation model.
Increasing the number of subsets
is a reasonable strategy for isolating the decorrelated period, and it yields subsets with less decorrelation noise. However, the accuracy of deformation retrieval is expected to be degraded as the number of SLC images in each subset decreases. Thus, we investigated the relationship between the estimated deformation accuracy and the number of subsets
as the second analysis. For this analysis, we varied
from 2 to 10. For SUBSET, the simulated phase series was separated by equal intervals. In this analysis, the
of the temporal decorrelation model was also varied. We evaluated the estimation accuracy using a root mean square error (RMSE), given by
where
denotes
j-th simulated phase value at simulation step 1. The simulation results are summarized in
Figure 9 for different
values.
Figure 9 shows an increase in RMSE value as
K increases, as well as when
decreases. In addition, results with lower
indicate steeper increases in the RMSE with respect to
K.
The third analysis considered a non-uniform decorrelation model case, simulating the scatter change within the three-year observation period. For this purpose, we prepared two decorrelation models: (1) vegetation model with
and
and (2) bare surface model with
and
. The decorrelation model was interchanged when scatterers were modified. Vegetation loss was simulated by interchanging from vegetation to bare surface decorrelation models. In this simulation, we tested several decorrelation model transition timings for a variety of situations by testing five timing cases: (1) 1 July 2018, (2) 1 January 2019, (3) 1 July 2019, (4) 1 January 2020, and (5) 1 July 2020. The spatial coherence matrices corresponding to each timing are given in
Figure 10a–e, showing distinct patterns of spatial coherence before and after the interchange as the noise level changes. SUBSET with
K = 3 separated by equal intervals was evaluated in this simulation. The
values of both methods are shown in
Figure 10f. The obtained
reveals different values for SUBSET and WHOLE, with a maximum difference of 0.2. Based on the result in
Figure 10f, subsets that avoid the vegetation model always give higher
than that of WHOLE. The amount of decorrelation noise in the subset highly depends on the timing of the scatterer change, meaning that the subset separation timing is considered a key factor for SUBSET.
From the second and third analyses, it is shown that SUBSET enhances the and RMSE when the optimal subset timing and lower are appropriately applied.
5. Discussion
The proposed SUBSET method shows a higher number of CSs than that of the WHOLE method for all frames, as shown in
Figure 12. When high decorrelation noise is involved during a certain period, subsets that avoid such decorrelations give higher
values than WHOLE according to the third simulation in
Section 3.3, resulting in a different number of CSs between SUBSET and WHOLE. We herein investigate what kind of CSs are selected by SUBSET but not by WHOLE. For this purpose, two cases of CS are considered: case I, where CSs are selected by SUBSET and WHOLE, and case II, where CSs are selected only by SUBSET. We computed the ratio of two cases for each color, as shown in
Figure 15. The result shows that most of the green CCSs are selected by WHOLE. In contrast, red, blue, and yellow reveal a higher ratio in case II, meaning that most of the TCSs are not selected by WHOLE. Therefore, the proposed SUBSET method can enhance the CS density in the areas that show dynamic surface scatterer changes. In particular, significant differences in the CS distribution are found in the regions marked by white dashed rectangles in
Figure 11, which correspond to vegetation loss and growth revealed in
Figure 4.
We further investigated the causes of the scatterer modification that resulted in TCSs in SUBSET. Scatterer modification within a tropical region is assumed to be predominantly caused by vegetation loss or growth. Investigation of NDVI values gives us a straightforward interpretation of the vegetation condition, namely the amount of vegetation. To check the vegetation change within the observation period, we computed the NDVI for each year in the same way demonstrated in
Section 2. The differential images of NDVI computed by
, where
and
represent NDVI values of 2018 and 2020, respectively, are displayed in the second column of
Figure 14. Note that the positive and negative values account for vegetation growth and decrease, respectively. The given color maps seem to be related to
. For quantitative analysis,
Figure 16 shows
averaged over the CS corresponding to each color. From the result, the highest positive
is found in red, revealing that a disappearing CS is caused by a vegetation increase. In addition,
Figure 16 reveals the negative value in blue; hence, the CS appearance is predominantly caused by a vegetation decrease.
Fires are considered to be one of the reasons for vegetation loss. To investigate the fire effect, we computed the number of fire hotspots by the MODIS Collection 6 active fire/thermal hotspot products for each color and year, as shown in
Figure 17.
Figure 17 reveals that a significant number of fire hotspots is found in blue pixels, especially for 2019. According to the results in
Figure 16 and
Figure 17, peat fire is assumed to be the main cause of the CSs appearing.
Furthermore, to demonstrate the relationship between given color maps and land cover classes, we show the 2015 land cover map in the third column of
Figure 14. We employed the land cover map produced by Miettinen et al. based on the semi-automated classification of MODIS data supported by various auxiliary data sets [
47]. In this study, we updated the oil palm plantation class from Miettinen’s map based on the 2019 oil palm plantation map in [
48]. To demonstrate the relationship, the ratio of eight land cover classes for each color is shown in
Figure 18. Blue shows the highest ratio of “regrowth/plantation,” indicating that CSs appeared mostly in vegetated areas due to the vegetation clearance and replanting. The result for the blue also indicates a lower ratio of “lowland open” than that of other colors, revealing a lower probability of coherence increase in such open areas. In contrast, the result for red shows the dominance of “lowland open” and “regrowth/plantation” land covers. In addition, red reveals the highest “palm plantation” ratio with respect to other colors. Vegetation growth in such land covers leads to a decrease of spatial coherence with increasing decorrelation noise, resulting in CSs disappearing.
6. Conclusions
The present work investigated an efficient and simple TInSAR approach that accounts for dynamic surface scatterer variation caused by vegetation loss and growth based on the SBAS method. For this, a temporal subset approach was proposed to enhance the number of CSs, leading to a precise investigation of deformation phenomena that occurred on tropical peatland. The scheme of the subset approach was evaluated by InSAR simulation. The simulation investigated the impact of the subset separation timing and the number of subsets in the proposed approach.
We employed Sentinel-1A C-band SAR data to measure deformation with high temporal sampling of tropical peatland in Indonesia and applied the proposed approach. This study adopted the year-based subset strategy for the three-year SAR dataset. Compared with the conventional approach, the proposed approach yielded an improved CS density, especially for areas experiencing vegetation loss or growth. Therefore, the proposed approach gives us a deformation time series that cannot be explored in a conventional way. The SUBSET approach with Sentinel-1 data thus contributes to revealing a more detailed progression of surface deformation occurring in tropical peatland, even short-term deformation (peat oscillation) in response to climatic variations (i.e., changes in GWL). Such monitoring is valuable for evaluating the peat condition and assessing peat restoration.
The CS distribution obtained from three subsets were used to demonstrate a color representation that visually illustrates the CS disappearing and appearing behavior. This distribution was compared with NDVI values and land cover of the study area, revealing a strong relationship between temporal CS behavior and vegetation dynamics.
The length of the time series is expected to continue increasing, as Sentinel-1 has continuously provided images for seven years up to now. The number of TCSs is assumed to increase as the length of the time series increases. Therefore, incorporating the TCS concept in the TInSAR framework is necessary for all kinds of land surface types in the big data era of SAR satellite observations. Future plans include the development of an adaptive solution that efficiently determines the subset timing for the land types in natural areas.