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Fusion of InSAR Data and Other Sources for Infrastructure Monitoring

A special issue of Remote Sensing (ISSN 2072-4292). This special issue belongs to the section "Remote Sensing Image Processing".

Deadline for manuscript submissions: closed (31 March 2022) | Viewed by 15749

Special Issue Editor


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Guest Editor
National Research Council—Institute for Electromagnetic Sensing of the Environment (CNR-IREA), 70126 Bari, Italy
Interests: remote sensing data processing applied to environmental monitoring; synthetic aperture radar interferometry; persistent scatterer interferometry; flood monitoring; geomorphological terrain analysis
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Special Issue Information

Dear Colleagues,

Synthetic Aperture Radar Interferometry is now an operational technology for the monitoring of millimetric displacements of the Earth surface over time scales of decades. Limits imposed by the requirement of coherence between the SAR images used to form interferograms can be partly relaxed by restricting the attention to terrain targets which remain stable for long time periods, and/or by using small temporal and spatial baseline interferograms, with recent developments going in the direction of blending together these approaches, exploiting the full data covariance.

Multi-temporal InSAR (MTI) techniques are therefore perfectly suited to the monitoring of infrastructures such as roads, railways, pipelines, power networks, dams, etc.

Nevertheless, MTI's high sensitivity is limited to scalar components of the total displacements of stable targets on the terrain surface. Moreover, measurement precision is affected by the presence of both vertical and lateral atmospheric inhomogeneities. Although several methods are available to reduce or bypass these shortcomings, the integration with independent data sources is considered to be very useful, if not indispensable, to obtain reliable information.

The huge and increasing quantity of high temporal and spatial resolution SAR remote sensing data, including the European Copernicus Sentinel-1 constellation, and the ongoing and forthcoming several national missions such as TerraSAR-X/-L, COSMO-SkyMed / CSK 2nd generation, ALOS 2, SAOCOM, etc., calls for a more systemic and capillary integration of multi-source remotely sensed information with other information sources, aimed at gaining a more objective and precise knowledge of the situation on the ground. This is especially true in the case of environmental hazard posed to infrastructures, where the need to fruitfully exploit the synoptic information coming from space sensors towards remedial and protection actions led by local authorities is more pressing.

This special issue welcomes significant contributions on topics such as the following:

  • new MTI/InSAR processing techniques aimed at expanding sensitivity to small displacements, such as multi-track /multi-sensor integration, atmospheric effects estimation and removal, expansion of the class of detected targets (distributed, partially or temporally-limited coherent targets);
  • new methods of classification /characterization of nonlinear, complex terrain displacements based on the availability of long MTI time series measurements;
  • integration of MTI data with other remote sensing displacement monitoring techniques such as GPS, speckle tracking, etc.;
  • integration with ground displacement monitoring devices such as inclinometers, laser sensors, and other surface or subsurface sensors;
  • experiences of integrated monitoring of infrastructures on various spatial and temporal time scales.

Dr. Alberto Refice
Guest Editor

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Keywords

  • Synthetic Aperture Radar Multi-Temporal Interferometry (SAR-MTI)
  • InSAR infrastructure monitoring
  • InSAR / GPS/ ground sensor integration
  • InSAR atmospheric effects estimation/reduction
  • MTI Time series classification

Published Papers (4 papers)

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Research

21 pages, 6173 KiB  
Article
Combining Sentinel-1 Interferometry and Ground-Based Geomatics Techniques for Monitoring Buildings Affected by Mass Movements
by Xue Chen, Vladimiro Achilli, Massimo Fabris, Andrea Menin, Michele Monego, Giulia Tessari and Mario Floris
Remote Sens. 2021, 13(3), 452; https://doi.org/10.3390/rs13030452 - 28 Jan 2021
Cited by 14 | Viewed by 3594
Abstract
Mass movements represent a serious threat to the stability of human structures and infrastructures, and cause loss of lives and severe damages to human properties every year worldwide. Built structures located on potentially unstable slopes are susceptible to deformations due to the displacement [...] Read more.
Mass movements represent a serious threat to the stability of human structures and infrastructures, and cause loss of lives and severe damages to human properties every year worldwide. Built structures located on potentially unstable slopes are susceptible to deformations due to the displacement of the ground that at worst can lead to total destruction. Synthetic aperture radar (SAR) data acquired by Sentinel-1 satellites and processed by multi-temporal interferometric SAR (MT-InSAR) techniques can measure centimeter to millimeter-level displacement with weekly to monthly updates, characterizing long-term large-scale behavior of the buildings and slopes. However, the spatial resolution and short wavelength weaken the performance of Sentinel-1 in recognizing features (i.e., single buildings) inside image pixels and maintaining the coherence in mountainous vegetated areas. We have proposed and applied a methodology that combines Sentinel-1 interferometry with ground-based geomatics techniques, i.e., global navigation satellite system (GNSS), terrestrial laser scanning (TLS) and terrestrial structure from motion photogrammetry (SfM), for fully assessing building deformations on a slope located in the north-eastern Italian pre-Alps. GNSS allows verifying the ground deformation estimated by MT-InSAR and provides a reference system for the TLS and SfM measurements, while TLS and SfM allow the behavior of buildings located in the investigated slope to be monitored in great detail. The obtained results show that damaged buildings are located in the most unstable sectors of the slope, but there is no direct relationship between the rate of ground deformation of these sectors and the temporal evolution of damages to a single building, indicating that mass movements cause the displacement of blocks of buildings and each of them reacts differently according to its structural properties. This work shows the capability of MT-InSAR, GNSS, TLS and SfM in monitoring both buildings and geological processes that affect their stability, which plays a key role in geohazard analysis and assessment. Full article
(This article belongs to the Special Issue Fusion of InSAR Data and Other Sources for Infrastructure Monitoring)
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15 pages, 6919 KiB  
Article
Monitoring of Power Towers’ Movement Using Persistent Scatterer SAR Interferometry in South West of Tehran
by Fereshteh Tarighat, Fatemeh Foroughnia and Daniele Perissin
Remote Sens. 2021, 13(3), 407; https://doi.org/10.3390/rs13030407 - 25 Jan 2021
Cited by 14 | Viewed by 2617
Abstract
The Tehran basin has been increasingly affected by subsidence during the last few decades due to groundwater withdrawal. Hence, the study of the strength of the power towers (PTs) of transmission lines, as vital structures, is an important subject. In this paper, the [...] Read more.
The Tehran basin has been increasingly affected by subsidence during the last few decades due to groundwater withdrawal. Hence, the study of the strength of the power towers (PTs) of transmission lines, as vital structures, is an important subject. In this paper, the persistent scatterer interferometry (PSI) method was applied on data stacks from two satellites (i.e., X-band COSMO-SkyMed (CSK) and C-band Sentinel-1A (S-1A)) obtained between 2014 and 2016 to investigate the deformation and the exact amount of displacement in each PT of the area of interest. Based on the results, during the same time interval (between October 2014 and February 2016), the vertical velocities calculated using CSK and S-1A were about −86 and −79 mm/y, respectively. Although the CSK data analysis resulted in a better displacement interpretation of PTs, due to its high resolution and shorter wavelength, the S-1 data analysis also demonstrated sufficient persistent scatterer (PS) points. The research proves that most of the PTs along a transmission line are affected by high land subsidence, which puts them in a serious jeopardy. They must be constantly monitored to ensure their safety and accurate operation. The results are in complete agreement with information of the existing global positioning system (GPS) station in our study area and also the observations of two piezometric wells with declining trends in the groundwater reservoir, which has the greatest effect on the subsidence rate in this area. The analysis revealed that the strength of PTs is at a high risk. Full article
(This article belongs to the Special Issue Fusion of InSAR Data and Other Sources for Infrastructure Monitoring)
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20 pages, 7619 KiB  
Article
Extended D-TomoSAR Displacement Monitoring for Nanjing (China) City Built Structure Using High-Resolution TerraSAR/TanDEM-X and Cosmo SkyMed SAR Data
by Fulong Chen, Wei Zhou, Caifen Chen and Peifeng Ma
Remote Sens. 2019, 11(22), 2623; https://doi.org/10.3390/rs11222623 - 9 Nov 2019
Cited by 12 | Viewed by 3424
Abstract
The availability of high-resolution spaceborne synthetic aperture radar (SAR) data coupled with the ongoing refinement of tomographic SAR (TomoSAR) technology has made use of radar data feasible for preventive monitoring and assessment of built structures. In this study, we first applied extended differential [...] Read more.
The availability of high-resolution spaceborne synthetic aperture radar (SAR) data coupled with the ongoing refinement of tomographic SAR (TomoSAR) technology has made use of radar data feasible for preventive monitoring and assessment of built structures. In this study, we first applied extended differential TomoSAR (D-TomoSAR) to a set of 26 scenes of TerraSAR/TanDEM-X (TSX/TDX) (2013–2015) and 32 scenes of Cosmo-SkyMed (CSK) (2015–2017) images to estimate motions of skyscrapers, bridges and historical monuments in Nanjing City, China. The calculation and isolation of unknown parameters in the D-TomoSAR model, including linear velocity, thermal dynamics and structural heights, helped to estimate millimetric statistics of motion time series. Then, aforementioned two SAR datasets were tentatively tested using amplitude dispersion and phase stability indicators, highlighting the performance and sensitivity of X-band SAR in structural displacement monitoring. Experimental results demonstrated that motion indexes, e.g., heterogeneities of thermal amplitudes and spatiotemporal displacements, were useful to evaluate the conditions of built structures being monitored, in particular when their structural topology were visible owing to the enhanced density of persistent scatterer (PS) measurements. This study implies the value of high-resolution D-TomoSAR tools in the preventive monitoring and health diagnosis of built structures elsewhere over the world. Full article
(This article belongs to the Special Issue Fusion of InSAR Data and Other Sources for Infrastructure Monitoring)
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19 pages, 11167 KiB  
Article
Multi-Source Data Integration to Investigate a Deep-Seated Landslide Affecting a Bridge
by José Luis Pastor, Roberto Tomás, Luca Lettieri, Adrián Riquelme, Miguel Cano, Donato Infante, Massimo Ramondini and Diego Di Martire
Remote Sens. 2019, 11(16), 1878; https://doi.org/10.3390/rs11161878 - 12 Aug 2019
Cited by 12 | Viewed by 4857
Abstract
The integration of data from different sources can be very helpful in understanding the mechanism, the geometry, the kinematic, and the area affected by complex instabilities, especially when the available geotechnical information is limited. In this work, the suitability of different techniques for [...] Read more.
The integration of data from different sources can be very helpful in understanding the mechanism, the geometry, the kinematic, and the area affected by complex instabilities, especially when the available geotechnical information is limited. In this work, the suitability of different techniques for the study of a deep-seated landslide affecting a bridge in Alcoy (Spain) is evaluated. This infrastructure presents such severe damage that has rendered the bridge unusable, which prevents normal access to an important industrial area. Differential SAR Interferometry (DInSAR) and terrestrial Light Detection and Ranging (LiDAR) remote sensing techniques have been combined with ground displacement monitoring techniques, such as inclinometers and conventional geological and geotechnical investigation, electrical-seismic tomography, damage, and topographic surveys, to determine the boundaries, mechanism, and kinematics of the landslide. The successful case study that is illustrated in this work highlights the potential and the need for integrating multi-source data for the optimal management of complex landslides and the effective design of remedial measurements. Full article
(This article belongs to the Special Issue Fusion of InSAR Data and Other Sources for Infrastructure Monitoring)
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