SAR imagery_point cloud of good pixels

This is Part 5 of a technical series focusing on Descartes Labs’ global SAR processing capabilities. SAR provides a valuable remote sensing tool, and this series will dive into detail about how we process SAR data globally and build SAR and InSAR-derived products. Prior articles in this series can be found here: Overview, Part 1, Part 2, Part 3, and Part 4.

Introduction

In part 5 of this series we will use Sentinel-1 to look more closely at one of the AOIs we looked at in part 4. The goal is to demonstrate what results are possible with Sentinel-1-based InSAR.

What is being measured

As with Part 4 of this series, we will be measuring deformation. In this case we will look at a region identified in Part 4 around the Antelope Valley Freeway in Santa Clarita. In particular we will provide a time resolved deformation history at a higher resolution.

How it is measured

The InSAR methods used here are more complicated than those used in Part 4 and are described in detail in Sec. 2 of (1). The high level summary of the method is as follows:

  1. Geocode the complex SAR images to a UTM grid. The images are sorted by epoch.
  2. Search for a consistent phase history over all epochs as follows: For each pixel we consider the interferometric phase (described in part 3) for all possible interferograms – if there are N complex SAR images, there are N2 possible interferograms. We look for a per-epoch phase whose complex phase differences match the N2 interferometric phases. The degree of agreement is the temporal coherence. Low temporal coherence indicates that the interferometric phases are inconsistent, likely due to phase noise. This process is described in (2).
  3. Select those pixels whose quality exceeds a set threshold (temporal coherence greater than 0.6) and, for these “good” pixels, we form a mesh of non-overlapping links between nearby pixels (a Delaunay triangulation of “good” pixels).
  4. Compute deformation from the consistent phase and links described above in steps 2 and 3. The problem, in broad terms, is to recover data when one only has the remainder after dividing those data by 2π. The method we employ adds the fewest integer multiples of 2π to establish consistent data. This problem is called unwrapping, so named because the input data are wrapped around 2π. In practice this happens in two steps. In the first step we consider the per-epoch phase difference across the links and look for a consistent per-epoch phase difference across each link. In the second step, we recover the per-pixel phase difference between epochs given the unwrapped link data. This approach is the extended minimum cost-flow method described in (3).
  5. Generate an ensemble of synthetic stacks of complex SAR data, and run the above analysis on each stack. The synthetic stacks have temporal coherence and phase that are close to the original stack of data. This ensemble method is described in (4). The distribution of ensemble results suggest the pixel-by-pixel, epoch-by-epoch uncertainty in the deformation derived from the method used.

With the exception of step 5 above, the methods we use are from the open literature.

Results

Note that lots of large structures move at a scale that can be measured by InSAR. Further, motion does not always indicate a problem. Finally, while InSAR can provide a valuable signal, InSAR cannot replace expertise in assessing risk.

Antelope Valley Freeway

Above we see optical imagery of the area of interest (AOI), at roughly a lat, lon of 34.3952, -118.4652. The Antelope Valley Freeway is down a vegetated embankment from a shopping plaza.

During the year 2021, this AOI was imaged repeatedly by four different Sentinel-1 orbital tracks. The burst footprints associated with those images are:

Burst footprints

For each footprint we have a stack of roughly 60 complex SAR images for each of the footprints above.

SAR imagery_point cloud of good pixels

Above we show the point cloud of good pixels, color-coded by the cumulative deformation during the year 2021. This is derived from stack 1 of SAR imagery. The orange “anchor” point is our reference, and all deformation is reported relative to it. Note that these data have not been filtered or smoothed. Such smoothing would be applied in a production setting.

Note that the vegetation along the embankment reduces the quality of the phase measurement, and we do not have as many pixels as we did in the global analysis reported in Part 4. Note also that the global analysis reported results at a 20m posting. Here we have data at 10m posting.

Time history of deformation1

Above we show the time history of deformation at the green marker relative to the orange marker. The error bars are the standard deviation of the results from our ensemble study. We can use these uncertainty estimates to filter out points where the spread in ensemble results suggests high uncertainty. Variations from the linear trend in excess of the error bars are likely due to transient atmospheric effects.

Because each stack of imagery was collected from a different point in the sky, and because we are reporting deformation along the line-of-sight (LOS), results from the four stacks are similar, but not immediately comparable.

We can address this as follows: Given deformation results collected from ascending passes (imaging from the west) and deformation results collected from descending passes (imaging from the east) we can infer the vertical motion that is consistent with the two sets of deformation results. As a consistency check, we merge results from stacks one and two to get a vertical deformation history, and we merge results from stacks three and four to get a second vertical deformation history.

Cumulative deformation during 2021

Above we show the points from the first vertical deformation analysis, color coded by cumulative deformation during 2021.

Deformation history

Above we see the deformation history of the green point relative to the orange point for the first merged analysis (blue line) and the second merged analysis (orange line). InSAR, like any measurement technique, can have errors. However, the analyses reported here are from independent stacks of SAR imagery, suggesting that this measurement is independent of look angle.

These analyses of this AOI took less than a day with the Descartes Labs scalable compute and Sentinel-1 processing pipelines, and could easily be deployed as persistent analyses that are automatically updated with each new Sentinel-1 collection.

Conclusions

The Descartes Labs approach combines automated Sentinel-1 satellite ingest, monitoring, and measurement using our world-leading InSAR product. The product is updated globally every 12 days and a fully transparent analysis is delivered less than 24 hours from data collection.

Our industry-leading data pipelines and automated preprocessing capabilities allow for rapid prototyping and provide a scalable solution to monitor all assets consistently. Customers are alerted to deformation events quickly, giving them the opportunity to address more serious infrastructure degradations before they occur.


💡 Interested in using this technology?

Contact our team to discuss how we can integrate our global SAR and InSAR product into your processes to enable deformation analysis.


References:

  1. Olsen, K.M.; Calef, M.T.; Agram, P.S. Assessing the Accuracy of Deformation Time Series Using an Automated InSAR Pipeline. Preprints 2022, 2022060097 (doi: 10.20944/preprints202206.0097.v1). https://www.preprints.org/manuscript/202206.0097/v1 
  2. A. M. Guarnieri and S. Tebaldini, "On the Exploitation of Target Statistics for SAR Interferometry Applications," in IEEE Transactions on Geoscience and Remote Sensing, vol. 46, no. 11, pp. 3436-3443, Nov. 2008, (doi: 10.1109/TGRS.2008.2001756). https://ieeexplore.ieee.org/document/4685949
  3. A. Pepe and R. Lanari, "On the Extension of the Minimum Cost Flow Algorithm for Phase Unwrapping of Multitemporal Differential SAR Interferograms," in IEEE Transactions on Geoscience and Remote Sensing, vol. 44, no. 9, pp. 2374-2383, Sept. 2006, (doi: 10.1109/TGRS.2006.873207). https://ieeexplore.ieee.org/document/1677747
  4. Olsen, K.; Calef, M.; Agram, P. Contextual Accuracy Assessments for InSAR Methods Using Synthetic Data. Preprints 2022, 2022060251 (doi: 10.20944/preprints202206.0251.v1). https://www.preprints.org/manuscript/202206.0251/v1