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23 pages, 17408 KiB  
Article
InSAR Integrated Machine Learning Approach for Landslide Susceptibility Mapping in California
by Divya Sekhar Vaka, Vishnuvardhan Reddy Yaragunda, Skevi Perdikou and Alexandra Papanicolaou
Remote Sens. 2024, 16(19), 3574; https://doi.org/10.3390/rs16193574 - 25 Sep 2024
Abstract
Landslides pose significant threats to life and property, particularly in mountainous regions. To address this, this study develops a landslide susceptibility model integrating Earth Observation (EO) data, historical data, and Multi-Temporal Interferometric Synthetic Aperture Radar (MT-InSAR) ground movement results. The model categorizes areas [...] Read more.
Landslides pose significant threats to life and property, particularly in mountainous regions. To address this, this study develops a landslide susceptibility model integrating Earth Observation (EO) data, historical data, and Multi-Temporal Interferometric Synthetic Aperture Radar (MT-InSAR) ground movement results. The model categorizes areas into four susceptibility classes (from Class 1 to Class 4) using a multi-class classification approach. Results indicate that the Xtreme Gradient Boosting (XGB) model effectively predicts landslide susceptibility with area under the curve (AUC) values ranging from 0.93 to 0.97, with high accuracy of 0.89 and a balanced performance across different susceptibility classes. The integration of MT-InSAR data enhances the model’s ability to capture dynamic ground movement and improves landslide mapping. The landslide susceptibility map generated by the XGB model indicates high susceptibility along the Pacific coast. The optimal model was validated against 272 historical landslide occurrences, with predictions distributed as follows: 68 occurrences (25%) in Class 1, 142 occurrences (52%) in Class 2, 58 occurrences (21.5%) in Class 3, and 4 occurrences (1.5%) in Class 4. This study highlights the importance of considering temporal changes in environmental conditions such as precipitation, distance to streams, and changes in vegetation for accurate landslide susceptibility assessment. Full article
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<p>Study area map of the San Francisco region, featuring a United States Geological Survey (USGS) 3D Elevation Program (3DEP) Digital Elevation Model as the background. Historical landslide locations are denoted with red triangles (with 272 landslides falling within the study area AOI), and the extent of the Sentinel–-1 Synthetic Aperture Radar (SAR) image is outlined with a black polygon.</p>
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<p>The geological profile of the study area was obtained from the USGS website [<a href="#B43-remotesensing-16-03574" class="html-bibr">43</a>], based on a 1:250,000 scale digitized map. Major faults overlaid on the map are retrieved from the California State Geoportal (<a href="https://gis.data.ca.gov/" target="_blank">https://gis.data.ca.gov/</a>, accessed on 11 August 2023).</p>
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<p>Different landslide causative factors used as input to the machine learning model. (<b>A</b>) slope, (<b>B</b>) aspect, (<b>C</b>) curvature, (<b>D</b>) flow direction, (<b>E</b>) distance from a stream, (<b>F</b>) rainfall, (<b>G</b>) vegetation, (<b>H</b>) soil type, and (<b>I</b>) geology.</p>
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<p>Flowchart of the proposed method.</p>
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<p>MT-InSAR line-of-sight mean velocity map indicating deformation rates in the San Francisco area, with Google Earth Imagery as the background. Displacement time series plots at selected locations, including Treasure Island (TI), San Francisco International Airport (SFO), Foster City (FC), and within Santa Clara Valley (SCV), are shown in <a href="#remotesensing-16-03574-f006" class="html-fig">Figure 6</a>. Additional displacement time series plots at historical landslide locations (from A to G) are shown in <a href="#remotesensing-16-03574-f007" class="html-fig">Figure 7</a>. The fault layer overlaid on the velocity map is retrieved from the California State Geoportal (<a href="https://gis.data.ca.gov/" target="_blank">https://gis.data.ca.gov/</a>, accessed on 11 August 2023).</p>
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<p>MT-InSAR displacement time series at (<b>a</b>) Treasure Island (TI), (<b>b</b>) San Francisco International Airport (SFO), (<b>c</b>) Foster City (FC), and (<b>d</b>,<b>e</b>) within Santa Clara Valley (SCV).</p>
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<p>(<b>a</b>–<b>g</b>) MT-InSAR displacement time series at historical landslide locations denoted with letters A to G in <a href="#remotesensing-16-03574-f005" class="html-fig">Figure 5</a>. The area corresponding to the high deformation rate in (<b>f</b>) is shown in <a href="#remotesensing-16-03574-f008" class="html-fig">Figure 8</a>.</p>
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<p>An area indicating a high deformation rate (subsidence) in the MT-InSAR analysis is observed near historical landslide locations (marked by red triangles) adjacent to the Green Valley Fault (GVF).</p>
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<p>ROC curve and AUC values for each class (from Class 1 to Class 4) using RF and XGB models with original and oversampled data.</p>
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<p>Comparative metrics for RF and XGB models with original and oversampled data.</p>
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<p>Tree map showing the importance of factors used in this study.</p>
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<p>Landslide susceptibility map of the San Francisco area derived using the XGB model. The map classifies landslides into four categories, ranging from no susceptibility to high susceptibility. The historical landslide locations are overlaid on the susceptibility map.</p>
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35 pages, 2230 KiB  
Review
Navigating the Landscape of B Cell Mediated Immunity and Antibody Monitoring in SARS-CoV-2 Vaccine Efficacy: Tools, Strategies and Clinical Trial Insights
by Sophie O’Reilly, Joanne Byrne, Eoin R. Feeney, Patrick W. G. Mallon and Virginie Gautier
Vaccines 2024, 12(10), 1089; https://doi.org/10.3390/vaccines12101089 - 24 Sep 2024
Abstract
Correlates of Protection (CoP) are biomarkers above a defined threshold that can replace clinical outcomes as primary endpoints, predicting vaccine effectiveness to support the approval of new vaccines or follow up studies. In the context of COVID-19 vaccination, CoPs can help address challenges [...] Read more.
Correlates of Protection (CoP) are biomarkers above a defined threshold that can replace clinical outcomes as primary endpoints, predicting vaccine effectiveness to support the approval of new vaccines or follow up studies. In the context of COVID-19 vaccination, CoPs can help address challenges such as demonstrating vaccine effectiveness in special populations, against emerging SARS-CoV-2 variants or determining the durability of vaccine-elicited immunity. While anti-spike IgG titres and viral neutralising capacity have been characterised as CoPs for COVID-19 vaccination, the contribution of other components of the humoral immune response to immediate and long-term protective immunity is less well characterised. This review examines the evidence supporting the use of CoPs in COVID-19 clinical vaccine trials, and how they can be used to define a protective threshold of immunity. It also highlights alternative humoral immune biomarkers, including Fc effector function, mucosal immunity, and the generation of long-lived plasma and memory B cells and discuss how these can be applied to clinical studies and the tools available to study them. Full article
(This article belongs to the Special Issue Immune Effectiveness of COVID-19 Vaccines)
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<p>Viral Neutralisation Assays. (<b>A</b>) SARS-CoV-2 virion with the four structural proteins: spike, nucleoprotein, envelope and membrane and details of the spike S1 and S2 subunits and the Receptor Binding Domain (RBD). SARS-CoV-2 pseudovirus expressing spike proteins and harbouring a GFP reporter gene. (<b>A1</b>) Plasma or serum, containing a variety of Ig is serially diluted and mixed with live virus or pseudovirus facilitating the interactions between Ig and spike. Panel (<b>B</b>). (<b>B2</b>) Virus/Ig mixture is added to a monolayer of cells. Spike mediates viral entry through interaction between RBD and the ACE2 receptor on the host cell. Spike targeted by neutralising antibodies fail to interact with ACE2 and block viral entry. (<b>B3</b>) Within hours, viral replication takes place, leading to formation and release of new virions, ultimately resulting in cell death. Alternatively cells infected with SARS-CoV-2 pseudovirus produce GFP or luciferase encoded by a reporter gene. (<b>B4</b>) For live-virus assays, infection can be quantified through observed cytopathic effects (CPE) such as visual counting of plaques or scoring CPE in each well using a light microscope (TCID50). Immunostaining facilitates the detection of viral proteins. Micro-foci can be quantified using spot-readers, or infected cells can be quantified using flow cytometry. RT-qPCR quantifies cell-associated viral RNA or viral load. Spectrophotometry quantifies fluorescence or luminescence in cells infected with SARS-CoV-2 pseudovirus. Panel (<b>C</b>). (<b>C5</b>) The reciprocal of the plasma dilution that reduces infection rate by 50% (NT50) is determined by normalising the infection rate measured for each dilution to positive (no plasma) and negative (no virus) control wells. (<b>C6</b>) The NT50 values can then be compared between cohorts e.g., with different vaccine strategies or against SARS-CoV-2 variants to monitor immune escape. NT50 values can also be correlated with other humoral immune biomarkers such as specific IgG titres. Created with <a href="http://BioRender.com" target="_blank">BioRender.com</a> (accessed on 19 September 2024).</p>
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<p>Fc Effector Function Assays. (<b>A</b>) Assays require plasma or serum, target cells or beads expressing or coated with SARS-CoV-2 antigens (spike), and effectors including complement proteins, primary innate immune cells or genetically modified cell lines with luciferase (luc) reporter gene. (<b>B1</b>) Target cells or beads are incubated with Ig facilitating the binding of specific Ig Fab-domains to SARS-CoV-2 antigens on the cell surface. (<b>B2</b>) Antigen-bound Ig can bind FcRs on effector cells or bind soluble complement via their Fc domains. (<b>B3</b>) This results in (<b>a</b>) elimination of target cells through Antibody-Dependent Cellular Phagocytosis (ADCP) or Antibody-Dependent Cellular Cytotoxicity (ADCC) or Antibody-Dependent Complement Deposition (ADCD), (<b>b</b>) uptake of target beads by ADCP or (<b>c</b>) expression of luciferase by effector cells. (<b>B4</b>) Flow cytometry can be used to measure (<b>a</b>) reduction of fluorescent target cells, or (<b>b</b>) uptake of fluorescent beads by effector cells. (<b>c</b>) Luminometry or spectrophotometry can be used to measure expression of luciferase by effector cells. Created with <a href="http://Biorender.com" target="_blank">Biorender.com</a> (accessed on 19 September 2024).</p>
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<p>B cell Assays. (<b>A</b>) Peripheral Blood Mononuclear Cells (PBMCs) and fluorescently labelled SARS-CoV-2 antigens (spike). (<b>A1</b>) SARS-CoV-2 antigens are incubated with PBMCs and are captured by antigen-specific B cells. (<b>A2</b>) B cells are stained with fluorescent antibodies against B cell markers e.g., CD19 (<b>A3</b>,<b>A4</b>) B cells and B cell subsets can be identified via flow cytometry using B cell markers. (<b>A5</b>) B cells bound to the antigen of interest can be identified using the fluorescently-tagged antigens. (<b>A6</b>) B cell isotypes can be identified using fluorescently-tagged antibodies against specific Ig. Panel (<b>B</b>). (<b>B1</b>) Antibody Secreting Cells (ASC) can be isolated directly from PBMCs or memory B cells can be stimulated for 72 h to trigger differentiation into ASC. (<b>B2</b>) ASC are added to a plate coated with SARS-CoV-2 antigen (spike). (<b>B3</b>) Ig are continuously released by ASC. Spike-specific Ig bind surface-bound antigen local to the ASC. (<b>B4</b>) Cells and unbound Ig are removed by washing. Biotinylated anti-human IgG antibodies are added to detect specific-IgG bound to the surface antigen. (<b>B5</b>) Enzyme-labelled streptavidin is added to the well and is captured by the biotinylated detection antibodies. (<b>B6</b>) A substrate is added which forms a coloured insoluble precipitate when catalysed by the antibody-bound enzyme. Each antigen-specific ASC forms a single spot which can be read with an automated spot reader. Created with <a href="http://BioRender.com" target="_blank">BioRender.com</a> (accessed on 19 September 2024).</p>
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10 pages, 224 KiB  
Article
Methotrexate and Tumor Necrosis Factor Inhibitors Independently Decrease Neutralizing Antibodies after SARS-CoV-2 Vaccination: Updated Results from the SUCCEED Study
by Carol A Hitchon, Dawn M. E. Bowdish, Gilles Boire, Paul R. Fortin, Louis Flamand, Vinod Chandran, Roya M. Dayam, Anne-Claude Gingras, Catherine M. Card, Inés Colmegna, Maggie J. Larché, Gilaad G. Kaplan, Luck Lukusa, Jennifer L.F. Lee, Sasha Bernatsky and on behalf of the SUCCEED Investigative Team
Vaccines 2024, 12(9), 1061; https://doi.org/10.3390/vaccines12091061 - 17 Sep 2024
Abstract
Objective: SARS-CoV-2 remains the third most common cause of death in North America. We studied the effects of methotrexate and tumor necrosis factor inhibitor (TNFi) on neutralization responses after COVID-19 vaccination in immune-mediated inflammatory disease (IMID). Methods: Prospective data and sera of adults [...] Read more.
Objective: SARS-CoV-2 remains the third most common cause of death in North America. We studied the effects of methotrexate and tumor necrosis factor inhibitor (TNFi) on neutralization responses after COVID-19 vaccination in immune-mediated inflammatory disease (IMID). Methods: Prospective data and sera of adults with inflammatory bowel disease (IBD), rheumatoid arthritis (RA), spondyloarthritis (SpA), psoriatic arthritis (PsA), and systemic lupus (SLE) were collected at six academic centers in Alberta, Manitoba, Ontario, and Quebec between 2022 and 2023. Sera from two time points were evaluated for each subject. Neutralization studies were divided between five laboratories, and each lab’s results were analyzed separately using multivariate generalized logit models (ordinal outcomes: absent, low, medium, and high neutralization). Odds ratios (ORs) for the effects of methotrexate and TNFi were adjusted for demographics, IMID, other biologics and immunosuppressives, prednisone, COVID-19 vaccinations (number/type), and infections in the 6 months prior to sampling. The adjusted ORs for methotrexate and TNFi were then pooled in random-effects meta-analyses (separately for the ancestral strains and the Omicron BA1 and BA5 strains). Results: Of 479 individuals (958 samples), 292 (61%) were IBD, 141 (29.4%) were RA, and the remainder were PsA, SpA, and SLE. The mean age was 57 (62.2% female). For both the individual labs and the meta-analyses, the adjusted ORs suggested independent negative effects of TNFi and methotrexate on neutralization. The meta-analysis adjusted ORs for TNFi were 0.56 (95% confidence interval (CI) 0.39, 0.81) for the ancestral strain and 0.56 (95% CI 0.39, 0.81) for BA5. The meta-analysis adjusted OR for methotrexate was 0.39 (95% CI 0.19, 0.76) for BA1. Conclusions: SARS-CoV-2 neutralization in vaccinated IMID was diminished independently by TNFi and methotrexate. As SARS-CoV-2 circulation continues, ongoing vigilance regarding optimized vaccination is required. Full article
(This article belongs to the Section Vaccine Efficacy and Safety)
11 pages, 246 KiB  
Article
How Safe Are COVID-19 Vaccines in Individuals with Immune-Mediated Inflammatory Diseases? The SUCCEED Study
by Olga Tsyruk, Gilaad G. Kaplan, Paul R. Fortin, Carol A Hitchon, Vinod Chandran, Maggie J. Larché, Antonio Avina-Zubieta, Gilles Boire, Ines Colmegna, Diane Lacaille, Nadine Lalonde, Laurie Proulx, Dawn P. Richards, Natalie Boivin, Christopher DeBow, Lucy Kovalova-Wood, Deborah Paleczny, Linda Wilhelm, Luck Lukusa, Daniel Pereira, Jennifer LF. Lee, Sasha Bernatsky and on behalf of the SUCCEED Investigative Teamadd Show full author list remove Hide full author list
Vaccines 2024, 12(9), 1027; https://doi.org/10.3390/vaccines12091027 - 8 Sep 2024
Abstract
We were tasked by Canada’s COVID-19 Immunity Task Force to describe severe adverse events (SAEs) associated with emergency department (ED) visits and/or hospitalizations in individuals with immune-mediated inflammatory diseases (IMIDs). At eight Canadian centres, data were collected from adults with rheumatoid arthritis (RA), [...] Read more.
We were tasked by Canada’s COVID-19 Immunity Task Force to describe severe adverse events (SAEs) associated with emergency department (ED) visits and/or hospitalizations in individuals with immune-mediated inflammatory diseases (IMIDs). At eight Canadian centres, data were collected from adults with rheumatoid arthritis (RA), axial spondyloarthritis (AxS), systemic lupus (SLE), psoriatic arthritis (PsA), and inflammatory bowel disease (IBD). We administered questionnaires, analyzing SAEs experienced within 31 days following SARS-CoV-2 vaccination. About two-thirds (63%) of 1556 participants were female; the mean age was 52.5 years. The BNT162b2 (Pfizer) vaccine was the most common, with mRNA-1273 (Moderna) being second. A total of 49% of participants had IBD, 27.4% had RA, 14.3% had PsA, 5.3% had SpA, and 4% had SLE. Twelve (0.77% of 1556 participants) SAEs leading to an ED visit or hospitalization were self-reported, occurring in 11 participants. SAEs included six (0.39% of 1556 participants) ED visits (including one due to Bell’s Palsy 31 days after first vaccination) and six (0.39% of 1556 participants) hospitalizations (including one due to Guillain-Barré syndrome 15 days after the first vaccination). Two SAEs included pericarditis, one involved SLE (considered a serious disease flare), and one involved RA. Thus, in the 31 days after SARS-CoV-2 vaccination in our IMID sample, very few serious adverse events occurred. As SARS-CoV2 continues to be a common cause of death, our findings may help optimize vaccination acceptance. Full article
(This article belongs to the Section Vaccine Efficacy and Safety)
14 pages, 2389 KiB  
Article
MoMo30 Binds to SARS-CoV-2 Spike Variants and Blocks Infection by SARS-CoV-2 Pseudovirus
by Kenya DeBarros, Mahfuz Khan, Morgan Coleman, Vincent C. Bond, Virginia Floyd, Erick Gbodossou, Amad Diop, Lauren R. H. Krumpe, Barry R. O’Keefe and Michael D. Powell
Viruses 2024, 16(9), 1433; https://doi.org/10.3390/v16091433 - 7 Sep 2024
Abstract
MoMo30 is an antiviral protein isolated from aqueous extracts of Momordica balsamina L. (Senegalese bitter melon). Previously, we demonstrated MoMo30’s antiviral activity against HIV-1. Here, we explore whether MoMo30 has antiviral activity against the COVID-19 virus, SARS-CoV-2. MLV particles pseudotyped with the SARS-CoV-2 [...] Read more.
MoMo30 is an antiviral protein isolated from aqueous extracts of Momordica balsamina L. (Senegalese bitter melon). Previously, we demonstrated MoMo30’s antiviral activity against HIV-1. Here, we explore whether MoMo30 has antiviral activity against the COVID-19 virus, SARS-CoV-2. MLV particles pseudotyped with the SARS-CoV-2 Spike glycoprotein and a Luciferase reporter gene (SARS2-PsV) were developed from a three-way co-transfection of HEK293-T17 cells. MoMo30’s inhibition of SARS2-PsV infection was measured using a luciferase assay and its cytotoxicity using an XTT assay. Additionally, MoMo30’s interactions with the variants and domains of Spike were determined by ELISA. We show that MoMo30 inhibits SARS2-PsV infection. We also report evidence of the direct interaction of MoMo30 and SARS-CoV-2 Spike from WH-1, Alpha, Delta, and Omicron variants. Furthermore, MoMo30 interacts with both the S1 and S2 domains of Spike but not the receptor binding domain (RBD), suggesting that MoMo30 inhibits SARS-CoV-2 infection by inhibiting fusion of the virus and the host cell via interactions with Spike. Full article
(This article belongs to the Section Coronaviruses)
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<p>(<b>A</b>) SARS2-PsV assay. This assay was conducted in triplicate, generating a dose–response curve measuring the viral inhibition of the crude (●) and ammonium sulfate precipitated extracts (<span style="color:#DE1077">■</span><span style="color:#00247D">)</span> of MoMo30 against SARS2-PsV. (<b>B</b>) XTT Cytotoxicity assay. The assay was conducted in tandem with the PsV assay with the percent cell viability compared with non-treated controls for each concentration shown. The (*) indicate statistically significant difference (<span class="html-italic">p</span> &lt; 0.05) in cytotoxicity between treated on non-treated controls. (<b>C</b>) SARS2-PsV assay of <span class="html-italic">M. balsamina</span> tannins. This is a dose–response curve measuring the viral inhibition of the isolated tannins against SARS2-PsV. Treatment concentrations range from 0 to 17.61 μg/mL. (<b>D</b>) XTT Cytotoxicity assay of <span class="html-italic">M. balsamina</span> tannins. Concentrations of tannins are in the same dose range. The (*) indicate statistically significant difference (<span class="html-italic">p</span> &lt; 0.05) in cytotoxicity between treated on non-treated controls. The assays were conducted in triplicate. The mean and SD are shown.</p>
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<p>Spike Variant ELISA. MoMo30 binds to the SARS-CoV-2 Spike glycoprotein Wu Han-1, Alpha, Delta, and Omicron BA.1 Spike variants. The assays were performed in triplicate. The mean and SD are shown.</p>
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<p>MoMo30 binds to full-length SARS-CoV-2 spike glycoprotein, the isolated S1 and S2 domains of Wu Han Spike, but not to the isolated receptor binding domain (RBD). The assays were done in triplicate. The mean and SD are shown.</p>
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<p>S1 Conformation Inhibition Hypothesis. The Spike protein consists of the S1 (light green) and S2 (dark green) domains. The RBD (yellow) adopts an “up” conformation when binding to the ACE2 receptor (pink) to allow viral attachment to the host cell. MoMo30 (blue) binds to the S1 domain such that the RBD is stuck in the “down” conformation and cannot attach to ACE2.</p>
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<p>S2 Conformation Inhibition Hypothesis. (<b>A</b>) Spike protein is cleaved by host cell proteases (represented with a pair of scissors) and releases the S1 domain. (<b>B</b>) MoMo30 binds the S2 domain and inhibits the necessary conformation changes in the S2 for fusion to occur.</p>
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<p>Protease Inhibition Hypothesis. (<b>A</b>) Spike protein is cleaved by host cell proteases along the boundary between the S1 and S2 domains. The release of the S1 domain exposes the fusion peptide within the S2. (<b>B</b>) MoMo30 blocks the cleavage by the proteases.</p>
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22 pages, 10522 KiB  
Article
Application of PS-InSAR and Diagnostic Train Measurement Techniques for Monitoring Subsidence in High-Speed Railway in Konya, Türkiye
by Gokhan Kizilirmak and Ziyadin Cakir
Infrastructures 2024, 9(9), 152; https://doi.org/10.3390/infrastructures9090152 - 7 Sep 2024
Abstract
Large-scale man-made linear structures like high-speed railway lines have become increasingly important in modern life as a faster and more comfortable transportation option. Subsidence or longitudinal levelling deformation problems along these railway lines can prevent the line from operating effectively and, in some [...] Read more.
Large-scale man-made linear structures like high-speed railway lines have become increasingly important in modern life as a faster and more comfortable transportation option. Subsidence or longitudinal levelling deformation problems along these railway lines can prevent the line from operating effectively and, in some cases, require speed reduction, continuous maintenance or repairs. In this study, the longitudinal levelling deformation of the high-speed railway line passing through Konya province (Central Turkey) was analyzed for the first time using the Persistent Scatter Synthetic Aperture Radar Interferometry (PS-InSAR) technique in conjunction with diagnostic train measurements, and the correlation values between them were found. In order to monitor potential levelling deformation along the railway line, medium-resolution, free-of-charge C-band Sentinel-1 (S-1) data and high-resolution, but paid, X-band Cosmo-SkyMed (CSK) Synthetic Aperture Radar (SAR) data were analyzed from the diagnostic train and reports received from the relevant maintenance department. Comparison analyses of the results obtained from the diagnostic train and radar measurements were carried out for three regions with different deformation scenarios, selected from a 30 km railway line within the whole analysis area. PS-InSAR measurements indicated subsidence events of up to 40 mm/year along the railway through the alluvial sediments of the Konya basin, which showed good agreement with the diagnostic train. This indicates that the levelling deformation of the railway and its surroundings can be monitored efficiently, rapidly and cost-effectively using the InSAR technique. Full article
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<p>Photograph depicting a section of the Ankara–Konya High-Speed Railways provided by the Gokhan Kizilirmak.</p>
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<p>Geological maps: (<b>a</b>) shows the 1st study area; (<b>b</b>) shows the 2nd study area.</p>
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<p>Roger-800 performing measurements on the Ankara–Konya high-speed railway. The image was provided by Gokhan Kizilirmak.</p>
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<p>Photo showing the position of the laser measurement sensors. The image is provided by the Gokhan Kizilirmak.</p>
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<p>Illustration showing the working principle of levelling on a diagnostic train.</p>
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<p>Displacement diagram of the railway in the line of sight and at multiple passes.</p>
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<p>Simplified workflow of PS-InSAR processing in SARPROZ© (adapted from [<a href="#B58-infrastructures-09-00152" class="html-bibr">58</a>,<a href="#B59-infrastructures-09-00152" class="html-bibr">59</a>]).</p>
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<p>Image graphs for each time-series data stack: (<b>a</b>) CSK ascending; (<b>b</b>) S1–B/T65 descending; and (<b>c</b>) S1–B /T160 ascending. They show the 2D spatiotemporal baseline (yyyymmdd) spaces. Each point displays a scene, and each line displays an interferogram concerning a single master, which is represented with a red color dot.</p>
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<p>Reflectivity map showing the reference point location, city center and railway with blue colored text from all radar images.</p>
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<p>PSC maps and scatter plots: (<b>a</b>) CSK; (<b>b</b>) S1–B/T65; (<b>c</b>) S1–B/T160. PSC maps (red line means the railway) and mean velocity maps for CSK and S-1 analyses in LOS direction (dark blue line represents the 30 km-long railway).</p>
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<p>Vertical accumulated subsidence profiles of the railway along the 1st and 2nd study areas: (<b>a</b>) CSK; (<b>b</b>) S1–B/T65; (<b>c</b>) S1–B/T160; and (<b>d</b>) diagnostic train measurement time-series graphs.</p>
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<p>Accumulated subsidence graphs for the clustered PSs, where blue color represents PSs from CSK, orange color signs PSs from S1–B /T160, and lastly, grey color denotes PSs from S1–B /T65: (<b>a</b>) Location#1; (<b>b</b>) Location#2; (<b>c</b>) Location#3; and (<b>d</b>) Location#4.</p>
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<p>Specialized workflow model.</p>
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<p>Map of Ankara–Konya High-Speed railway showing the study areas.</p>
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23 pages, 19899 KiB  
Article
InSAR-Driven Dynamic Landslide Hazard Mapping in Highly Vegetated Area
by Liangxuan Yan, Qianjin Xiong, Deying Li, Enok Cheon, Xiangjie She and Shuo Yang
Remote Sens. 2024, 16(17), 3229; https://doi.org/10.3390/rs16173229 - 31 Aug 2024
Viewed by 343
Abstract
Landslide hazard mapping is important to urban construction and landslide risk management. Dynamic landslide hazard mapping considers landslide deformation with changes in the environment. It can show more details of the landslide process state. Landslides in highly vegetated areas are difficult to observe [...] Read more.
Landslide hazard mapping is important to urban construction and landslide risk management. Dynamic landslide hazard mapping considers landslide deformation with changes in the environment. It can show more details of the landslide process state. Landslides in highly vegetated areas are difficult to observe directly, which makes landslide hazard mapping much more challenging. The application of multi-InSAR opens new ideas for dynamic landslide hazard mapping. Specifically, landslide susceptibility mapping reflects the spatial probability of landslides. For rainfall-induced landslides, the scale exceedance probability reflects the temporal probability. Based on the coupling of them, dynamic landslide hazard mapping further considers the landslide deformation intensity at different times. Zigui, a highly vegetation-covered area, was taken as the study area. The landslide displacement monitoring effect of different band SAR datasets (ALOS-2, Sentinel-1A) and different interpretation methods (D-InSAR, PS-InSAR, SBAS-InSAR) were studied to explore a combined application method. The deformation interpreted by SBAS-InSAR was taken as the main part, PS-InSAR data were used in towns and villages, and D-InSAR was used for the rest. Based on the preliminary evaluation and the displacement interpreted by fusion InSAR, the dynamic landslide hazard mappings of the study area from 2019 to 2021 were finished. Compared with the preliminary evaluation, the dynamic mapping approach was more focused and accurate in predicting the deformation of landslides. The false positives in very-high-hazard zones were reduced by 97.8%, 60.4%, and 89.3%. Dynamic landslide hazard mapping can summarize the development of and change in landslides very well, especially in highly vegetated areas. Additionally, it can provide trend prediction for landslide early warning and provide a reference for landslide risk management. Full article
(This article belongs to the Special Issue Application of Remote Sensing Approaches in Geohazard Risk)
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<p>Dynamic LHM workflow.</p>
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<p>(<b>a</b>) Zigui County in China; (<b>b</b>) study area in Zigui County; (<b>c</b>) landslide map of study area.</p>
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<p>Evaluation factors of LSM: (<b>a</b>) Elevation; (<b>b</b>) Slope; (<b>c</b>) Aspect; (<b>d</b>) TRI; (<b>e</b>) Curvature; (<b>f</b>) Plane Curvature; (<b>g</b>) Section Curvature; (<b>h</b>) Lithology; (<b>i</b>) Distance to Fault; (<b>j</b>) TWI; (<b>k</b>) SPI; (<b>l</b>) Distance to River.</p>
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<p>IGR of LSM factors.</p>
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<p>LSM of the study area.</p>
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<p>Preliminary LHM of the study area in different scenarios (<b>a</b>) Scenario A; (<b>b</b>) Scenario B; (<b>c</b>) Scenario C; (<b>d</b>) Scenario D.</p>
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<p>Visibility graph of the SAR datasets.</p>
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<p>Deformation maps of the study area from 2019 to 2021 by multi-InSAR: (<b>a</b>) 2019; (<b>b</b>) 2020; (<b>c</b>) 2021.</p>
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<p>Dynamic LHM in the study area from 2019 to 2021: (<b>a</b>) 2019; (<b>b</b>) 2020; (<b>c</b>) 2021.</p>
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<p>Photos of Xiaoyantou landslide: (<b>a</b>) landslide image on 12 November 2020, by GaoFeng-1; (<b>b</b>) landslide failure image on 27 November 2021, by GaoFeng-2; (<b>c</b>) landslide failure photo on August 20, 2021; (<b>d</b>) scarp on landslide crown; (<b>e</b>) cracks on landslide right edge.</p>
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<p>Time series InSAR spatiotemporal connection diagram: (<b>a</b>) PS-InSAR (34 scenes); (<b>b</b>) PS-InSAR (81 scenes); (<b>c</b>) SBAS-InSAR (32 scenes); (<b>d</b>) SBAS-InSAR (81 scenes).</p>
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<p>Comparison of Sentinel-1A time series InSAR interpretation results: (<b>a</b>) PS-InSAR (34 scenes); (<b>b</b>) PS-InSAR (81 scenes); (<b>c</b>) SBAS-InSAR (32 scenes); (<b>d</b>) SBAS-InSAR (81 scenes).</p>
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<p>Comparison of Sentinel-1A time series InSAR interpretation results of Lianhuatuo landslide: (<b>a</b>) PS-InSAR (34 scenes); (<b>b</b>) PS-InSAR (81 scenes); (<b>c</b>) SBAS-InSAR (32 scenes); (<b>d</b>) SBAS-InSAR (81 scenes).</p>
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<p>Deformation of ALOS-2 data by D-InSAR.</p>
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<p>Interpretation result comparison of Sentinel-1A and ALOS-2.</p>
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23 pages, 9165 KiB  
Article
Leveraging Multi-Temporal InSAR Technique for Long-Term Structural Behaviour Monitoring of High-Speed Railway Bridges
by Winter Kim, Changgil Lee, Byung-Kyu Kim, Kihyun Kim and Ilwha Lee
Remote Sens. 2024, 16(17), 3153; https://doi.org/10.3390/rs16173153 - 26 Aug 2024
Viewed by 469
Abstract
The effective monitoring of railway facilities is crucial for safety and operational efficiency. This study proposes an enhanced remote monitoring technique for railway facilities, specifically bridges, using satellite radar InSAR (Interferometric Synthetic Aperture Radar) technology. Previous studies faced limitations such as insufficient data [...] Read more.
The effective monitoring of railway facilities is crucial for safety and operational efficiency. This study proposes an enhanced remote monitoring technique for railway facilities, specifically bridges, using satellite radar InSAR (Interferometric Synthetic Aperture Radar) technology. Previous studies faced limitations such as insufficient data points and challenges with topographical and structural variations. Our approach addresses these issues by analysing displacements from 30 images captured by the X-band SAR satellite, TerraSAR-X, over two years. We tested each InSAR parameter to develop an optimal set of parameters, applying the technique to a post-tensioned PSC (pre-stressed concrete) box bridge. Our findings revealed a recurring arch-shaped elevation along the bridge, attributed to temporal changes and long-term deformation. Further analysis showed a strong correlation between this deformation pattern and average surrounding temperature. This indicates that our technique can effectively identify micro-displacements due to temperature changes and structural deformation. Thus, the technique provides a theoretical foundation for improved SAR monitoring of large-scale social overhead capital (SOC) facilities, ensuring efficient maintenance and management. Full article
(This article belongs to the Special Issue Remote Sensing in Urban Infrastructure and Building Monitoring)
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<p>Reinforced concrete railway track.</p>
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<p>Structural details of PSC box bridge: (<b>a</b>) cross-section of the bridge; (<b>b</b>) view of the bridge and surrounding environment.</p>
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<p>Mean annual air temperature of target region.</p>
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<p>Deflecting modes of bridge deck.</p>
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<p>Components forming the total displacement at time <math display="inline"><semantics> <mrow> <mi mathvariant="normal">t</mi> </mrow> </semantics></math>: (<b>a</b>) total sum of displacement versus time; (<b>b</b>) cyclic pattern of thermal expansion; (<b>c</b>) long-term deformation of reinforced concrete.</p>
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<p>Typical bridge cross-section and temperature gradient: (<b>a</b>) reference bridge cross-section; (<b>b</b>) actual temperature distribution; (<b>c</b>) simplified model.</p>
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<p>Typical bridge cross-section and temperature gradient: (<b>a</b>) a view from the top; (<b>b</b>) a horizontal view of the same model.</p>
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<p>Stages of PS-InSAR analysis.</p>
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<p>Connection graph of SLC images.</p>
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<p>PS-density-related parameters: (<b>a</b>) excess amount of PSs; (<b>b</b>) adequate amount of PSs; (<b>c</b>) insufficient amount of PSs.</p>
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<p>Comparison of parametric analysis results with survey data.</p>
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<p>PS-InSAR results of selected bridges at geocoded state: (<b>a</b>) Bridge A (<b>b</b>) Bridge B.</p>
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<p>PS-InSAR result of Bridge A.</p>
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<p>PS-InSAR result of Bridge B.</p>
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<p>PS-InSAR results of three consecutive spans from Bridge A: (<b>a</b>) span ‘a’, (<b>b</b>) span ‘b’, (<b>c</b>) span ‘c’.</p>
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<p>Time-series data of featured point clouds from the peak of each span: (<b>a</b>) span ‘a’, (<b>b</b>) span ‘b’, (<b>c</b>) span ‘c’.</p>
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<p>PS-InSAR results of three consecutive spans from Bridge B: (<b>a</b>) span ‘i’, (<b>b</b>) span ‘ii’, (<b>c</b>) span ‘iii’.</p>
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<p>Time-series data of featured point clouds from the peak of each span: (<b>a</b>) span ‘i’, (<b>b</b>) span ‘ii’, (<b>c</b>) span ‘iii’.</p>
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<p>Linear trend in concrete deformation based on time: (<b>a</b>) Bridge A; (<b>b</b>) Bridge B.</p>
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<p>Repeating trend in deformation data: (<b>a</b>) Bridge A; (<b>b</b>) Bridge B.</p>
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<p>Deformation of the bridge at corresponding temperature: (<b>a</b>) Bridge A; (<b>b</b>) Bridge B.</p>
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22 pages, 16283 KiB  
Article
Estimating Reactivation Times and Velocities of Slow-Moving Landslides via PS-InSAR and Their Relationship with Precipitation in Central Italy
by Ebrahim Ghaderpour, Claudia Masciulli, Marta Zocchi, Francesca Bozzano, Gabriele Scarascia Mugnozza and Paolo Mazzanti
Remote Sens. 2024, 16(16), 3055; https://doi.org/10.3390/rs16163055 - 20 Aug 2024
Viewed by 494
Abstract
Monitoring slow-moving landslides is a crucial task for socioeconomic risk prevention and/or mitigation. Persistent scatterer interferometric synthetic aperture radar (PS-InSAR) is an advanced remote sensing method for monitoring ground deformation. In this research, PS-InSAR time series derived from COSMO-SkyMed (descending orbit) and Sentinel-1 [...] Read more.
Monitoring slow-moving landslides is a crucial task for socioeconomic risk prevention and/or mitigation. Persistent scatterer interferometric synthetic aperture radar (PS-InSAR) is an advanced remote sensing method for monitoring ground deformation. In this research, PS-InSAR time series derived from COSMO-SkyMed (descending orbit) and Sentinel-1 (ascending orbit) are analyzed for a region in Central Apennines in Italy. The sequential turning point detection method (STPD) is implemented to detect the trend turning dates and their directions in the PS-InSAR time series within areas of interest susceptible to landslides. The monthly maps of significant turning points and their directions for years 2018, 2019, 2020, and 2021 are produced and classified for four Italian administrative regions, namely, Marche, Umbria, Abruzzo, and Lazio. Monthly global precipitation measurement (GPM) images at 0.1×0.1 spatial resolution and four local precipitation time series are also analyzed by STPD to investigate when the precipitation rate has changed and how they might have reactivated slow-moving landslides. Generally, a strong correlation (r0.7) is observed between GPM (satellite-based) and local precipitation (station-based) with similar STPD results. Marche and Abruzzo (the coastal regions) have an insignificant precipitation rate while Umbria and Lazio have a significant increase in precipitation from 2017 to 2023. The coastal regions also exhibit relatively lower precipitation amounts. The results indicate a strong correlation between the trend turning dates of the accumulated precipitation and displacement time series, especially for Lazio during summer and fall 2020, where relatively more significant precipitation rate of change is observed. The findings of this study may guide stakeholders and responsible authorities for risk management and mitigating damage to infrastructures. Full article
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<p>(<b>a</b>) The study region in central Italy, (<b>b</b>) areas of interest (AOI) within the small polygons and with the background elevation model at 10 m resolution, by Tarquini et al. [<a href="#B40-remotesensing-16-03055" class="html-bibr">40</a>], and (<b>c</b>) geological map (scale 1:1,000,000) of the study area (ISPRA: Italian Institute for Environmental Protection and Research, 2017), where the numbers inside the colored boxes refer to 1. Terraced alluvial deposits (Pleistocene–Holocene), 2. Deltaic, coastal, and alluvial deposits (Pleistocene–Holocene), 3. Calcareous marly–calcareous rocks with cherts (Jurassic–Miocene), 4. Limestones and dolomitic rocks with cherts (Late Triassic–Cretaceous), 5. Cherty limestones and marls (Jurassic), 6. Limestones and dolomitic rocks (Triassic–Jurassic), 7. Detrital and organogenic limestones, marl, pelites, sands, and conglomerates (Pilocene–Pleistocene), 8. Marly limestone, marls, pelites, and sandstones (Messinian–Pliocene), 9. Arenaceous–clayey turbitides (Tortonian–Messinian), 10. Calcareous–marly, marly–arenaceous, and pelitic turbitides (Tortonian–Messinian), and 11. Calcareous–marly and marly-arenaceous turbitides (Burdigalian–Tortonian).</p>
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<p>Workflow of this research. Acronyms GPM, STPD, NDRI, and DIR mean global precipitation measurement, sequential turning point detection, normalized difference residual index, and turning point direction, respectively.</p>
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<p>The spatial maps of turning points for ascending and descending PS-InSAR time series.</p>
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<p>The bar charts of turning points for ascending and descending PS-InSAR time series for (<b>a</b>) Marche, (<b>b</b>) Umbria, (<b>c</b>) Abruzzo, and (<b>d</b>) Lazio. The red dashed boxes show the dates of some of the most significant turning points likely triggered by precipitation trend change. As an example, eight PS-InSAR time series whose trend turning dates are within these boxes are demonstrated in <a href="#remotesensing-16-03055-f007" class="html-fig">Figure 7</a>.</p>
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<p>The spatial maps of directions of turning points for ascending and descending PS-InSAR time series.</p>
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<p>The bar charts of directions of turning points for ascending (in red) and descending (in blue) PS-InSAR time series for (<b>a</b>) Marche, (<b>b</b>) Umbria, (<b>c</b>) Abruzzo, and (<b>d</b>) Lazio.</p>
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<p>The STPD results of four pairs of PS-InSAR time series near the weather stations shown in <a href="#remotesensing-16-03055-f001" class="html-fig">Figure 1</a>. The geographic locations of each pair of PS-InSAR time series, i.e., corresponding to ascending (ASC) and descending (DESC) orbital geometries, are less than 50 m. The left and right panels, respectively, show examples of Sentinel-1-ASC and CSK-DESC time series for (<b>a</b>,<b>b</b>) Tolentino in Marche, (<b>c</b>,<b>d</b>) Spoleto in Umbria, (<b>e</b>,<b>f</b>) Teramo in Abruzzo, and (<b>g</b>,<b>h</b>) Rieti in Lazio. The blue lines are the STPD estimated linear trends with multiple connected linear pieces. NDRI is short for normalized difference residual index. A DIR or a turning point direction is the slope of the fitted linear piece after a turning point minus the slope of the fitted linear piece before the turning point.</p>
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<p>The STPD results of accumulated precipitation for (<b>a</b>) Tolentino in Marche, (<b>b</b>) Spoleto in Umbria, (<b>c</b>) Teramo in Abruzzo, and (<b>d</b>) Rieti in Lazio. The bars in cyan show monthly precipitations. The dark blue circles are cumulative monthly precipitation. The red lines are the STPD estimated linear trends with multiple connected linear pieces, and “D” denotes the direction amount of turning points in mm/year. The locations of the weather stations are displayed in <a href="#remotesensing-16-03055-f001" class="html-fig">Figure 1</a>.</p>
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<p>The STPD results of accumulated GPM time series for (<b>a</b>) Tolentino, (<b>b</b>) Spoleto, (<b>c</b>) Teramo, and (<b>d</b>) Rieti; see caption of <a href="#remotesensing-16-03055-f008" class="html-fig">Figure 8</a> for more details.</p>
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<p>The Pearson correlation (<span class="html-italic">r</span>) between monthly GPM and station-based monthly precipitation measurements for (<b>a</b>) Tolentino, (<b>b</b>) Spoleto, (<b>c</b>) Teramo, and (<b>d</b>) Rieti. The blue line is the estimated linear trend while the dashed line indicates the ideal match.</p>
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<p>(<b>a</b>) The average map, and (<b>b</b>) the velocity map of the monthly GPM precipitation time series from 2017 to 2023.</p>
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<p>The direction map of turning points in per-pixel monthly GPM time series from 2017 to 2023 for (<b>a</b>) Summer of 2017, (<b>b</b>) Winter and Spring of 2019, (<b>c</b>) Summer and Fall of 2020, and (<b>d</b>) the bar chart of all the turning points. The frequency on the y-axis is the number of GPM pixels.</p>
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24 pages, 58867 KiB  
Article
Surface Deformation of Xiamen, China Measured by Time-Series InSAR
by Yuanrong He, Zhiheng Qian, Bingning Chen, Weijie Yang and Panlin Hao
Sensors 2024, 24(16), 5329; https://doi.org/10.3390/s24165329 - 17 Aug 2024
Viewed by 303
Abstract
Due to its unique geographical location and rapid urbanization, Xiamen is particularly susceptible to geological disasters. This study employs 80 Sentinel-1A SAR images covering Xiamen spanning from May 2017 to December 2023 for comprehensive dynamic monitoring of the land subsidence. PS-InSAR and SBAS-InSAR [...] Read more.
Due to its unique geographical location and rapid urbanization, Xiamen is particularly susceptible to geological disasters. This study employs 80 Sentinel-1A SAR images covering Xiamen spanning from May 2017 to December 2023 for comprehensive dynamic monitoring of the land subsidence. PS-InSAR and SBAS-InSAR techniques were utilized to derive the surface deformation field and time series separately, followed by a comparative analysis of their results. SBAS-InSAR was finally chosen in this study for its higher coherence. Based on its results, we conducted cause analysis and obtained the following findings. (1) The most substantial subsidence occurred in Maluan Bay and Dadeng Island, where the maximum subsidence rate was 24 mm/yr and the maximum cumulative subsidence reached 250 mm over the course of the study. Additionally, regions exhibiting subsidence rates ranging from 10 to 30 mm/yr included Yuanhai Terminal, Maluan Bay, Xitang, Guanxun, Jiuxi entrance, Yangtang, the southeastern part of Dadeng Island, and Yundang Lake. (2) Geological structure, groundwater extraction, reclamation and engineering construction all have impacts on land subsidence. The land subsidence of fault belts and seismic focus areas was significant, and the area above the clay layer settled significantly. Both direct and indirect analysis can prove that as the amount of groundwater extraction increases, the amount of land subsidence increases. Significant subsidence is prone to occur after the initial land reclamation, during the consolidation period of the old fill materials, and after land compaction. The construction changes the soil structure, and the appearance of new buildings increases the risk of subsidence. Full article
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<p>Geographic location of the study area.</p>
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<p>Overall technical methodology flow.</p>
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<p>PS interferometric pair connection graph: (<b>a</b>) time position graph; (<b>b</b>) time baseline graph.</p>
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<p>SBAS interferometric pair connection graph: (<b>a</b>) time position graph; (<b>b</b>) time baseline graph.</p>
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<p>Annual surface deformation of Xiamen from May 2017 to December 2023 derived by (<b>a</b>) PS-InSAR and (<b>b</b>) SBAS-InSAR.</p>
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<p>Histogram of deformation rate for (<b>a</b>) PS and (<b>b</b>) SBAS.</p>
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<p>The correlation between the deformation rates obtained through the PS and SBAS techniques in (<b>a</b>) Haicang, (<b>b</b>) Jimei, (<b>c</b>) Tong’an, (<b>d</b>) Xiang’an, (<b>e</b>) Huli, (<b>f</b>) Siming.</p>
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<p>Time series of cumulative deformation in the study area from May 2017 to December 2023. As the cumulative deformation at each acquisition time are referenced to the initial SAR image acquired on 20 May 2017, the initial cumulative deformation result is not shown as a deformation graded rendering.</p>
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<p>Spatial distribution of 7 typical subsidence zones. <span class="html-italic">A</span> is Yuanhai terminal in Haicang District, <span class="html-italic">B</span> is Maluan Bay in Haicang District, <span class="html-italic">C</span> is Xitang in Tong’an District, <span class="html-italic">D</span> is Guanxun in Tong’an District, <span class="html-italic">E</span> is Jiuxi entrance and Yangtang in the southern part of Xiang’an District, <span class="html-italic">F</span> is the southeastern part of Dadeng Island in Xiang’an District, and <span class="html-italic">G</span> is Yundang Lake in Siming District.</p>
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<p>Spatial distribution of reservoir level-precipitation monitoring points and subsidence monitoring points.</p>
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<p>Relationship between groundwater storage and cumulative subsidence in (<b>a</b>) zone <span class="html-italic">C</span> of Tong’an district and (<b>b</b>) zone <span class="html-italic">E</span> of Xiang’an district.</p>
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<p>Relationship between reservoir level, cumulative precipitation and cumulative subsidence in (<b>a</b>) zone <span class="html-italic">C</span> of Tong’an district and (<b>b</b>) zone <span class="html-italic">E</span> of Xiang’an district.</p>
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<p>(<b>a</b>) Spatial distribution of fault belts, seismic focuses, drilling points and subsidence zones on Xiamen Island; (<b>b</b>) spatial distribution of fault belts, seismic focuses and subsidence zones in Xiamen. F1 to F23 are the numbers of the fault belts.</p>
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<p>Comparison of the geological structure of the drill hole layering in the Yundang Port Fault Basin, which is modified from the literature [<a href="#B50-sensors-24-05329" class="html-bibr">50</a>].</p>
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<p>Spatial distribution of large-scale reclamation projects and land subsidence in Xiamen.</p>
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<p>(<b>a</b>) Spatial distribution of the area of land subsidence and the three phases reclamation projects in Dadeng Island; (<b>b</b>) Dadeng Island coastlines from 2014 to 2023 depicted by satellite images.</p>
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<p>Time-series cumulative subsidence at subsidence points (<b>a</b>) <span class="html-italic">F</span>1, (<b>b</b>) <span class="html-italic">F</span>2, (<b>c</b>) <span class="html-italic">F</span>3 and (<b>d</b>) <span class="html-italic">F</span>4.</p>
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<p>Photos of (<b>a</b>) Metro Line 2 under construction, (<b>b</b>) Tonglian Road reconstruction, (<b>c</b>) Jiuxi Bridge under construction, and (<b>d</b>) Xiang’an International Airport under construction.</p>
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<p>(<b>a</b>) Spatial distribution of the Maluan Bay subsidence area and the metro lines passing through it; (<b>b</b>–<b>e</b>) time-series cumulative subsidence at subsidence points <span class="html-italic">B</span>1, <span class="html-italic">B</span>2 <span class="html-italic">B</span>3 and <span class="html-italic">B</span>4.</p>
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18 pages, 18749 KiB  
Article
Nonlinear Evolutionary Pattern Recognition of Land Subsidence in the Beijing Plain
by Mingyuan Lyu, Xiaojuan Li, Yinghai Ke, Jiyi Jiang, Zhenjun Sun, Lin Zhu, Lin Guo, Zhihe Xu, Panke Tang, Huili Gong and Lan Wang
Remote Sens. 2024, 16(15), 2829; https://doi.org/10.3390/rs16152829 - 1 Aug 2024
Viewed by 449
Abstract
Beijing is a city on the North China Plain with severe land subsidence. In recent years, Beijing has implemented effective measures to control land subsidence. Since this implementation, the development of time-series land subsidence in Beijing has slowed and has shown nonlinearity. Most [...] Read more.
Beijing is a city on the North China Plain with severe land subsidence. In recent years, Beijing has implemented effective measures to control land subsidence. Since this implementation, the development of time-series land subsidence in Beijing has slowed and has shown nonlinearity. Most previous studies have focused on the linear evolution of land subsidence; the nonlinear evolutionary patterns of land subsidence require further discussion. Therefore, we aimed to identify the evolution of land subsidence in Beijing, based on Envisat ASAR and Radarsat-2 images from 2003 to 2020, using permanent scatterer interferometric synthetic aperture radar (PS-InSAR) and cubic curve polynomial fitting methods. The dates of the extreme and inflection points were identified from the polynomial coefficients. From 2003 to 2020, the subsidence rate reached 138.55 mm/year, and the area with a subsidence rate > 15 mm/year reached 1688.81 km2. The cubic polynomials fit the time-series deformation well, with R2 ranging from 0.86 to 0.99 and the RMSE ranging from 1.97 to 60.28 mm. Furthermore, the subsidence rate at 96.64% of permanent scatterer (PS) points first increased and then decreased. The subsidence rate at 86.58% of the PS points began to decrease from 2010 to 2015; whereas the subsidence rate at 30.51% of the PS point reached a maximum between 2015 and 2019 and then decreased. The cumulative settlement continued to increase at 69.49% of the PS points. These findings imply that groundwater levels are highly correlated with the temporal evolution of subsidence in areas with pattern D (Vs+-, S+), with increasing and then decelerating rates and increasing amounts. In regions with a thickness of compressible clay layer over 210 m, subsidence follows pattern E (Vs+, S+), with increasing rates and amounts. Fractures such as the Gaoliying and Sunhe fractures significantly influence the spatial distribution of subsidence patterns, showing distinct differences on either side. Near the Global Resort Station, pattern E (Vs+, S+) intensifies in subsidence, potentially due to factors like land use changes and construction activities. Full article
(This article belongs to the Special Issue Analysis of SAR/InSAR Data in Geoscience)
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<p>Location of the study area.</p>
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<p>(<b>a</b>) Deformation rate from 2003 to 2020 in the Beijing Plain. (<b>b</b>) Correlation between the results of Envisat ASAR (2003−2010) and Radarsat-2 (2010−2016). (<b>c</b>) Correlation between the results of Radarsat-2 (2010−2016) and Radarsat-2 (2017−2020).</p>
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<p>Comparison of PS-InSAR monitoring results and leveling monitoring results from (<b>a</b>) 2005 to 2013, (<b>b</b>) 2015 to 2016, and (<b>c</b>) 2013 to 2018.</p>
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<p>Polynomial curve fitting results. Fitting curves of different polynomials to (<b>a</b>) P1 and (<b>b</b>) P2. (<b>c</b>) R<sup>2</sup> and (<b>d</b>) RMSE ranges for different polynomial fitting.</p>
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<p>Spatial distribution of date of (<b>a</b>) maximum subsidence <math display="inline"><semantics> <mrow> <msub> <mi>t</mi> <mrow> <mi>m</mi> <mi>a</mi> <mi>x</mi> </mrow> </msub> </mrow> </semantics></math> and (<b>b</b>) date of inflection point <math display="inline"><semantics> <mi>K</mi> </semantics></math>.</p>
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<p>Statistical histogram of date of (<b>a</b>) maximum settlement value <math display="inline"><semantics> <mrow> <msub> <mi>t</mi> <mrow> <mi>m</mi> <mi>a</mi> <mi>x</mi> </mrow> </msub> </mrow> </semantics></math> and (<b>b</b>) inflection point <math display="inline"><semantics> <mi>K</mi> </semantics></math> during the period of 2003 to 2020.</p>
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<p>(<b>a</b>) Spatial distribution of land subsidence of the different evolution patterns. The time-series evolution of the land subsidence of (<b>b</b>) evolution pattern A (Vs−, S+-), (<b>c</b>) evolution pattern B (Vs+-, S+-), (<b>d</b>) evolution pattern C (Vs−, S+), (<b>e</b>) evolution pattern D (Vs+-, S+), and (<b>f</b>) evolution pattern E (Vs+, S+) from five feature points and (<b>g</b>,<b>h</b>) two leveling points (2005–2016).</p>
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<p>Relationship between land subsidence evolution patterns and groundwater level in (<b>a</b>) Chaoyang monitoring station, (<b>b</b>) Tongzhou monitoring station, (<b>c</b>) Changping monitoring station, and (<b>d</b>) Shunyi monitoring station.</p>
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<p>Annual precipitation, groundwater depth, and pumping in Beijing from 2003 to 2020.</p>
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<p>Relationship between land subsidence evolution patterns and geological background including (<b>a</b>) the thickness of the compressible soil layer and (<b>b</b>) faults.</p>
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<p>(<b>a</b>) The relationship between the subsidence evolution pattern and land use. The land use near the Universal Resort Station in (<b>b</b>) November 2003, (<b>c</b>) September 2012, (<b>d</b>) September 2018, and (<b>e</b>) September 2020.</p>
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20 pages, 14550 KiB  
Article
Monitoring Cover Crop Biomass in Southern Brazil Using Combined PlanetScope and Sentinel-1 SAR Data
by Fábio Marcelo Breunig, Ricardo Dalagnol, Lênio Soares Galvão, Polyanna da Conceição Bispo, Qing Liu, Elias Fernando Berra, William Gaida, Veraldo Liesenberg and Tony Vinicius Moreira Sampaio
Remote Sens. 2024, 16(15), 2686; https://doi.org/10.3390/rs16152686 - 23 Jul 2024
Cited by 1 | Viewed by 665
Abstract
Precision agriculture integrates multiple sensors and data types to support farmers with informed decision-making tools throughout crop cycles. This study evaluated Aboveground Biomass (AGB) estimates of Rye using attributes derived from PlanetScope (PS) optical, Sentinel-1 Synthetic Aperture Radar (SAR), and hybrid (optical plus [...] Read more.
Precision agriculture integrates multiple sensors and data types to support farmers with informed decision-making tools throughout crop cycles. This study evaluated Aboveground Biomass (AGB) estimates of Rye using attributes derived from PlanetScope (PS) optical, Sentinel-1 Synthetic Aperture Radar (SAR), and hybrid (optical plus SAR) datasets. Optical attributes encompassed surface reflectance from PS’s blue, green, red, and near-infrared (NIR) bands, alongside the Normalized Difference Vegetation Index (NDVI) and Enhanced Vegetation Index (EVI). Sentinel-1 SAR attributes included the C-band Synthetic Aperture Radar Ground Range Detected, VV and HH polarizations, and both Ratio and Polarization (Pol) indices. Ground reference AGB data for Rye (Secale cereal L.) were collected from 50 samples and four dates at a farm located in southern Brazil, aligning with image acquisition dates. Multiple linear regression models were trained and validated. AGB was estimated based on individual (optical PS or Sentinel-1 SAR) and combined datasets (optical plus SAR). This process was repeated 100 times, and variable importance was extracted. Results revealed improved Rye AGB estimates with integrated optical and SAR data. Optical vegetation indices displayed higher correlation coefficients (r) for AGB estimation (r = +0.67 for both EVI and NDVI) compared to SAR attributes like VV, Ratio, and polarization (r ranging from −0.52 to −0.58). However, the hybrid regression model enhanced AGB estimation (R2 = 0.62, p < 0.01), reducing RMSE to 579 kg·ha−1. Using only optical or SAR data yielded R2 values of 0.51 and 0.42, respectively (p < 0.01). In the hybrid model, the most important predictors were VV, NIR, blue, and EVI. Spatial distribution analysis of predicted Rye AGB unveiled agricultural zones associated with varying biomass throughout the cover crop development. Our findings underscored the complementarity of optical with SAR data to enhance AGB estimates of cover crops, offering valuable insights for agricultural zoning to support soil and cash crop management. Full article
(This article belongs to the Special Issue Advancements in Remote Sensing for Sustainable Agriculture)
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<p>Location of the study area, cultivated with Rye, in southern Brazil (Vila Morena farm). A total of 50 samples were systematically distributed across every half-hectare. Throughout the experiment, seven field campaigns were conducted in 2017. Tri-dimensional perspectives of UAV RGB dense-cloud are shown for the early and late growing season. The UAV-derived DEM is also depicted.</p>
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<p>The timeline illustrates the field data campaigns conducted for Rye Aboveground Biomass (AGB) measurements, positioned at the bottom of the figure (blue). PlanetScope (black) and Sentinel-1 SAR (red) data acquired during the 2017 cover crop winter cycle are depicted at the top and middle of the figure, respectively. The hatched area indicates the matching periods of satellite data acquisition adopted for analysis.</p>
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<p>Relationships between field measurements of Aboveground Biomass (AGB) of Rye, gathered from seven campaigns in 2017 (represented by symbols in the green curve ± standard deviation), and reanalysis data of daily rainfall (depicted by blue columns) and mean temperature (illustrated by the red line). At the Vila Morena farm, there was a notable surge in cover crop AGB following significant rainfall in mid-August, coupled with the general rise in temperature transitioning from local winter to spring. The sowing date is also indicated for reference.</p>
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<p>Per-sample point values variations in (<b>a</b>) field-measured Aboveground Biomass (AGB) of Rye and in the reflectance of the (<b>b</b>) blue, (<b>c</b>) green, (<b>d</b>) red, and (<b>e</b>) near-infrared (NIR) bands of PlanetScope. Results for the Normalized Difference Vegetation Index (NDVI) and Enhanced Vegetation Index (EVI) are shown in (<b>f</b>,<b>g</b>), respectively. All results are shown across the four dates coinciding with the availability of both PS and Sentinel-1 SAR images.</p>
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<p>Per-sample point values variations in (<b>a</b>) field-measured Aboveground Biomass (AGB) of Rye and in the Sentinel-1 SAR attributes (<b>b</b>) VV, (<b>c</b>) VH, (<b>d</b>) ratio, and (<b>e</b>) polarization. All results are shown across the four dates coinciding with the availability of both PS and Sentinel-1 SAR images.</p>
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<p>Pearson’s correlation matrix for the relationships between field-measured Aboveground Biomass (AGB; kg·ha<sup>−1</sup>) of Rye on the four dates (<span class="html-italic">n</span> = 200 samples), PlanetScope optical attributes, and Sentinel-1 SAR metrics. Data distribution is shown by histograms. Statistical significance levels are indicated by asterisks: * (0.05), ** (0.01), and *** (0.001).</p>
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<p>Relative root mean square error (RMSE in %) to estimate Aboveground Biomass (AGB) of Rye using Sentinel-1 SAR attributes, PS optical metrics, and the combination of both sets of variables.</p>
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<p>Variable importance per dataset, with values indicating the frequency (%) at which each variable was selected in the best model using a stepwise procedure across 100 simulations.</p>
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<p>Predicted versus observed Aboveground Biomass (AGB) of Rye for the multiple linear regression model combining PlanetScope (PS) optical attributes with Sentinel-1 SAR metrics. The results were derived using the validation dataset.</p>
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<p>Aboveground Biomass (AGB) map of Rye, derived from the combined optical-SAR multiple regression model, for the four coincident satellite data acquisition dates: (<b>a</b>) 21 July 2017; (<b>b</b>) 4 August 2017; (<b>c</b>) 18 August 2017 and; (<b>d</b>) 26 August 2017. Differences in the spatial occurrence of the predicted AGB are discussed in the text. Hatched areas correspond to areas with AGB that have less than the median value for the corresponding date. In (<b>d</b>), the stripe in blue corresponds to a portion of the farm submitted to chemical treatment.</p>
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<p>UAV true-color composites for (<b>a</b>) the early stage of Rye development on 10 August 2017 and (<b>b</b>) the late stage of maximum biomass development on 31 August 2017. RGB channels correspond to UAV bands centered at 660 nm, 550 nm, and 450 nm, respectively (X3 camera). The magenta rectangle refers to the location in <a href="#remotesensing-16-02686-f001" class="html-fig">Figure 1</a>.</p>
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<p>Difference map of Aboveground Biomass (AGB) estimates of 18 August 2017 (<a href="#remotesensing-16-02686-f010" class="html-fig">Figure 10</a>c) and 26 August 2017 (<a href="#remotesensing-16-02686-f010" class="html-fig">Figure 10</a>d). Reddish tones indicate AGB increase and blue tones indicate AGB decrease. White areas indicate low AGB variation (±100 kg·ha<sup>−1</sup>). The background is a Google satellite true color composite image.</p>
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28 pages, 27581 KiB  
Article
Analysis of Urbanization-Induced Land Subsidence in the City of Recife (Brazil) Using Persistent Scatterer SAR Interferometry
by Wendson de Oliveira Souza, Luis Gustavo de Moura Reis, Jaime Joaquim da Silva Pereira Cabral, Antonio Miguel Ruiz-Armenteros, Roberto Quental Coutinho, Admilson da Penha Pacheco and Wilson Ramos Aragão Junior
Remote Sens. 2024, 16(14), 2592; https://doi.org/10.3390/rs16142592 - 15 Jul 2024
Viewed by 667
Abstract
The article addresses anthropogenic and geological conditions related to the development of soil subsidence in the western zone of Recife (Brazil). Over the past 50 years, human activity has intensified in areas previously affected by soft soils (clay, silt, and sandstone) resulting in [...] Read more.
The article addresses anthropogenic and geological conditions related to the development of soil subsidence in the western zone of Recife (Brazil). Over the past 50 years, human activity has intensified in areas previously affected by soft soils (clay, silt, and sandstone) resulting in subsidence due to additional loads (landfills and constructions). The duration of the settlement process can be significantly influenced by the specific characteristics of the soil composition and geological conditions of the location. This work presents, for the first time, accurate InSAR time series maps that describe the spatial pattern and temporal evolution of the settlement, as well as the correlation with the geological profile, and validation with Global Navigation Satellite System (GNSS) data. Persistent Scatterer Interferometry (PS-InSAR) was employed in the analysis of Single Look Complex (SLC) images generated by 100 ascending COSMO-SkyMed (CSK) and 65 PAZ (32 ascending, and 33 descending) from the X-band, along with 135 descending Sentinel-1 (S1) acquisitions from the C-band. These data were acquired over the period from 2011 to 2023. The occurrence of subsidence was identified in several locations within the western region, with the most significant displacement rates observed in the northern, central, and southern areas. In the northern region, the displacement rates were estimated to be approximately −20 mm/year, with the Várzea and Caxangá neighborhoods exhibiting the highest rates. In the central region, the displacement rates were estimated to be approximately −15 mm/year, with the Engenho do Meio, Cordeiro, Torrões, and San Martin neighborhoods exhibiting the highest rates. Finally, in the southern region, the displacement rates were estimated to be up to −25 mm/year, with the Caçote, Ibura, and Ipsep neighborhoods exhibiting the highest rates. Additionally, east–west movements were observed, with velocities reaching up to −7 mm/year toward the west. These movements are related to the lowering of the land. The study highlights that anthropogenic effects in the western zone of Recife contribute to the region’s vulnerability to soil subsidence. Full article
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<p>Location of the study area with elevation map.</p>
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<p>Geological environment of the Recife. Base map © Geodiversity map of the metropolitan region of Recife-PE © Geological Survey of Brazil (CPRM). Black rectangles (<b>a</b>–<b>c</b>) represent the mapped areas in <a href="#remotesensing-16-02592-f003" class="html-fig">Figure 3</a>.</p>
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<p>Evolution of urbanization from 1974 [<a href="#B28-remotesensing-16-02592" class="html-bibr">28</a>] to 2021 [<a href="#B29-remotesensing-16-02592" class="html-bibr">29</a>]. West Zone of Recife (WZR) areas: (<b>a</b>) Várzea and Caxangá neighborhoods, (<b>b</b>) Engenho do Meio, Cordeiro, Torrões, and San Martin neighborhoods, and (<b>c</b>) Caçote, Ibura, and Ipsep neighborhoods.</p>
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<p>Temporal coverage of SAR images.</p>
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<p>PS-InSAR processing workflow.</p>
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<p>Interferogram formation for the SAR datasets with interferometric pairs between the master and slaves.</p>
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<p>Velocity maps of the study area. (<b>a</b>) COSMO-SkyMed ascending, (<b>b</b>) Sentinel-1 descending, (<b>c</b>) PAZ ascending, and (<b>d</b>) PAZ descending show velocity measured along the satellite Line-Of-Sight (LOS) direction; (<b>e</b>,<b>f</b>) show velocity PAZ components computed along the vertical and east–west horizontal directions, respectively. The black dashed line represents the contour of the common area of land subsidence in SAR images. The black dots represent observation locations from the time series in <a href="#remotesensing-16-02592-f008" class="html-fig">Figure 8</a>.</p>
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<p>Average deformation time series covering the time interval of July 2011–March 2023. LOS velocity observations in the neighborhoods: (<b>a</b>) Várzea and Caxangá, (<b>b</b>) Torrões, and (<b>c</b>) Caçote, Ibura, and Ipsep.</p>
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<p>Evolution of urbanization in the west zone: (<b>a</b>) north, (<b>b</b>) center, and (<b>c</b>) south divisions.</p>
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<p>(<b>a</b>) Population growth in Recife. (<b>b</b>) Evolution of urban lots in the west zone.</p>
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<p>Description of Standard Penetration Test (SPT) profiles. Northern region: (<b>a</b>) SPT-1 and (<b>b</b>) SPT-2. Central region: (<b>c</b>) SPT-3 and (<b>d</b>) SPT-4. Southern region: (<b>e</b>) SPT-5 and (<b>f</b>) SPT-6.</p>
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<p>Positional monitoring of RECF and PERC GNSS stations. (<b>a</b>) North, (<b>b</b>) East, and (<b>c</b>) Vertical components.</p>
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<p>Land subsidence analysis detected by PS-InSAR (PAZ vertical 2019–2023) and SPT drill sites, parts of the western zone: (<b>a</b>) north, (<b>b</b>) center, and (<b>c</b>) south. The observation sites are shown in <a href="#remotesensing-16-02592-f014" class="html-fig">Figure 14</a>.</p>
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<p>Effects of settlements on the structures in the areas under consideration: (<b>a</b>) north, (<b>b</b>) center, and (<b>c</b>) south.</p>
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<p>Deformation maps at RECF and PERC GNSS stations. (<b>a</b>–<b>d</b>) Show displacements measured along the satellite LOS direction for COSMO-SkyMed ascending, Sentinel-1 descending, PAZ ascending, and PAZ descending, respectively; (<b>e</b>,<b>f</b>) Show displacement components computed along the PAZ vertical and (E–W) horizontal directions, respectively.</p>
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<p>Geodetic benchmarks in surface movement areas from PAZ analysis 2019–2023: (<b>a</b>) vertical and (<b>b</b>) horizontal.</p>
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<p>Flood areas affected by soil subsidence: (<b>a</b>) Várzea neighborhood, (<b>b</b>) Várzea and Cordeiro neighborhoods, (<b>c</b>) Prado neighborhood, and (<b>d</b>) Bongi and Mustardinha neighborhoods.</p>
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13 pages, 280 KiB  
Article
Regular Physical Activity Can Counteract LONG COVID Symptoms in Adults over 40
by Marco Centorbi, Giulia Di Martino, Carlo della Valle, Enzo Iuliano, Gloria Di Claudio, Amelia Mascioli, Giuseppe Calcagno, Alessandra di Cagno, Andrea Buonsenso and Giovanni Fiorilli
J. Funct. Morphol. Kinesiol. 2024, 9(3), 119; https://doi.org/10.3390/jfmk9030119 - 4 Jul 2024
Viewed by 959
Abstract
Three years after the SARS-CoV-19 pandemic, a chronic post-COVID syndrome “LONG COVID” persists, causing fatigue and shortness of breath, along with distress, anxiety, and depression. Aim: To assess the impact of physical activity on the management and rehabilitation of LONG COVID, as well [...] Read more.
Three years after the SARS-CoV-19 pandemic, a chronic post-COVID syndrome “LONG COVID” persists, causing fatigue and shortness of breath, along with distress, anxiety, and depression. Aim: To assess the impact of physical activity on the management and rehabilitation of LONG COVID, as well as to investigate the persistence of LONG COVID symptomatology in individuals over 40 years, beyond the pandemic. Methods: A total of 1004 participants (aged 53.45 ± 11.35) were recruited through an online snowball sampling strategy to complete a web-based survey. The following questionnaires were administered: Physical Activity Scale for Elderly (PASE), Shortness of Breath Questionnaire (SOBQ), Patient Health Questionnaire-9 item (PHQ-9), Generalized Anxiety Disorder 7-item (GAD-7), and Fatigue Scale for Motor and Cognitive Functions (FSMC). Results: Significant gender differences were discovered, with women reporting higher symptoms than men (p < 0.001). Significant age differences were also found, with participants under 55 showing higher values than those over 55 (p < 0.001). No significant differences were found between aerobic and mixed physical activity (p > 0.05) while significant results emerged between physical activity groups and the no activity group (p < 0.001). The low-frequency group reported higher symptoms than the high-frequency group (all ps < 0.001). Conclusion: Regardless of the type of physical activity performed, our survey identified the frequency of training as a crucial factor to overcome LONG COVID symptoms; the challenge lies in overcoming the difficulties due to the persistent feelings of inefficiency and fatigue typical of those who have contracted the infection. Full article
(This article belongs to the Special Issue Sports Medicine and Public Health)
10 pages, 6368 KiB  
Proceeding Paper
Detecting Trend Turning Points in PS-InSAR Time Series: Slow-Moving Landslides in Province of Frosinone, Italy
by Ebrahim Ghaderpour, Benedetta Antonielli, Francesca Bozzano, Gabriele Scarascia Mugnozza and Paolo Mazzanti
Eng. Proc. 2024, 68(1), 12; https://doi.org/10.3390/engproc2024068012 - 3 Jul 2024
Cited by 1 | Viewed by 346
Abstract
Detecting slow-moving landslides is a crucial task for mitigating potential risk to human lives and infrastructures. In this research, Persistent Scatterer Interferometric Synthetic Aperture Radar (PS-InSAR) time series, provided by the European Ground Motion Service (EGMS), for the province of Frosinone in Italy [...] Read more.
Detecting slow-moving landslides is a crucial task for mitigating potential risk to human lives and infrastructures. In this research, Persistent Scatterer Interferometric Synthetic Aperture Radar (PS-InSAR) time series, provided by the European Ground Motion Service (EGMS), for the province of Frosinone in Italy are employed, and Sequential Turning Point Detection (STPD) is applied to them to estimate the dates when the displacement rates change. The estimated dates are classified based on the land cover/use of the province. Moreover, local precipitation time series are employed to investigate how precipitation rate changes might have triggered the landslides. Full article
(This article belongs to the Proceedings of The 10th International Conference on Time Series and Forecasting)
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<p>The study region. (<b>a</b>) A map of Italy showing the study region in red, (<b>b</b>) a Google map of province of Frosinone, and (<b>c</b>) the CORINE land cover/use map of the study region (100 m).</p>
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<p>Spatiotemporal maps of STPD results for both ascending and descending PS-InSAR time series of EGMS.</p>
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<p>The STPD trend results of two pairs of PS-InSAR time series whose TPs in calendar month (see blue arrows) are shown in <a href="#engproc-68-00012-f002" class="html-fig">Figure 2</a>.</p>
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<p>The bar charts of TPs whose locations are within 20 km of the towns of Cassino (<b>a</b>), Sora (<b>b</b>), Frosinone (<b>c</b>), and Ausonia (<b>d</b>), classified based on the CORINE land use/cover map. Panel (<b>e</b>) shows the bar chart of TPs for all polygons susceptible to landslides.</p>
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<p>Monthly precipitation bar charts and their accumulated precipitation time series with STPD linear trend results for Cassino (<b>a</b>), Sora (<b>b</b>), Frosinone (<b>c</b>), and Ausonia (<b>d</b>).</p>
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