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dc.contributor.authorReyes-Carmona, Cristina
dc.contributor.authorGalve Arnedo, Jorge Pedro 
dc.contributor.authorPérez Peña, José Vicente 
dc.contributor.authorRuano Roca, Patricia 
dc.contributor.authorAzañón Hernández, José Miguel 
dc.date.accessioned2020-06-08T12:21:08Z
dc.date.available2020-06-08T12:21:08Z
dc.date.issued2020-03
dc.identifier.citationReyes-Carmona, C., Barra, A., Galve, J. P., Monserrat, O., Pérez-Peña, J. V., Mateos, R. M., ... & Azañón, J. M. (2020). Sentinel-1 DInSAR for Monitoring Active Landslides in Critical Infrastructures: The Case of the Rules Reservoir (Southern Spain). Remote Sensing, 12(5), 809. [ doi:10.3390/rs12050809]es_ES
dc.identifier.urihttp://hdl.handle.net/10481/62394
dc.descriptionWe thank the editors and four anonymous reviewers for helpful comments and suggestions that improved the manuscript.es_ES
dc.description.abstractLandslides in reservoir contexts are a well-recognised hazard that may lead to dangerous situations regarding infrastructures and people’s safety. Satellite-based radar interferometry is proving to be a reliable method to monitor the activity of landslides in such contexts. Here, we present a DInSAR (Differential Interferometric Synthetic Aperture Radar) analysis of Sentinel-1 images that exemplifies the usefulness of the technique to recognize and monitor landslides in the Rules Reservoir (Southern Spain). The integration of DInSAR results with a comprehensive geomorphological study allowed us to understand the typology, evolution and triggering factors of three active landslides: Lorenzo-1, Rules Viaduct and El Arrecife. We could distinguish between rotational and translational landslides and, thus, we evaluated the potential hazards related to these typologies, i.e., retrogression (Lorenzo-1 and Rules Viaduct landslides) or catastrophic slope failure (El Arrecife Landslide), respectively. We also observed how changes in the water level of the reservoir influence the landslide’s behaviour. Additionally, we were able to monitor the stability of the Rules Dam as well as detect the deformation of a highway viaduct that crosses a branch of the reservoir. Overall, we consider that other techniques must be applied to continue monitoring the movements, especially in the El Arrecife Landslide, in order to avoid future structural damages and fatalities.es_ES
dc.description.sponsorshipA Spanish “Sistema de Garantía Juvenil” research contract, founded by the Junta de Andalucía and the European Social Funds, supported the work of Cristina Reyes-Carmona. Spanish “Ramón y Cajal” grant supported part of the work of Jorge Pedro Galve. This work has been partially funded by the Spanish Ministry of Economy and Competitiveness through the DEMOS project “Deformation monitoring using Sentinel-1 data” (Ref: CGL2017-83704-P) and the LITHOSURF project “Respuesta de la topografía y la red de drenaje a procesos litosféricos y climáticos en el sur de Iberia” (Ref: CGL2015-67130-C2-1-R). This work has been partially developed in the framework of the RISKCOAST project (Ref: SOE3/P4/E0868) funded by the Interreg SUDOE program (3rd call for proposals).es_ES
dc.language.isoenges_ES
dc.publisherMDPIes_ES
dc.rightsAtribución 3.0 España*
dc.rights.urihttp://creativecommons.org/licenses/by/3.0/es/*
dc.subjectDInSARes_ES
dc.subjectSentinel-1es_ES
dc.subjectReservoir safetyes_ES
dc.subjectLandslideses_ES
dc.subjectGeomorphological mapping es_ES
dc.titleSentinel-1 DInSAR for Monitoring Active Landslides in Critical Infrastructures: The Case of the Rules Reservoir (Southern Spain)es_ES
dc.typeinfo:eu-repo/semantics/articlees_ES
dc.rights.accessRightsinfo:eu-repo/semantics/openAccesses_ES
dc.identifier.doidoi:10.3390/rs12050809


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