Sentinel-1 DInSAR for Monitoring Active Landslides in Critical Infrastructures: The Case of the Rules Reservoir (Southern Spain)

被引:55
作者
Reyes-Carmona, Cristina [1 ]
Barra, Anna [2 ]
Pedro Galve, Jorge [1 ]
Monserrat, Oriol [2 ]
Vicente Perez-Pena, Jose [1 ,3 ]
Maria Mateos, Rosa [4 ]
Notti, Davide [5 ]
Ruano, Patricia [1 ,6 ]
Millares, Agustin [7 ]
Lopez-Vinielles, Juan [4 ,8 ]
Miguel Azanon, Jose [1 ,6 ]
机构
[1] Univ Granada, Dept Geodinam, Ave Hospicio S-N, Granada 18010, Spain
[2] Ctr Tecnol Telecomunicac Catalunya CTTC, Geomat Div, Avinguda Carl Friedrich Gauss 7, Castelldefels 08860, Spain
[3] Inst Andaluz Geofis, Calle Prof Clavera 12, Granada 18071, Spain
[4] Geol Survey Spain IGME, Geosci Res Dept, Geohazards InSAR Lab & Modelling Grp InSARlab, Calle Rios Rosas 23, Madrid 28003, Spain
[5] Res Inst Geohydrol Protect CNR IRPI, Italian Natl Res Council, Str Cacce 73, Turin 10135, Italy
[6] CSIC, Inst Andaluz Ciencias Tierra IACT, Ave Palmeras 4, Granada 18100, Spain
[7] Inst Interuniv Invest Sistema Tierra Andalucia II, Ave Mediterraneo S-N, Granada 18006, Spain
[8] HEMAV SL, Carrer Esteve Terrades 1, Castelldefels 08860, Spain
关键词
DInSAR; Sentinel-1; reservoir safety; landslides; geomorphological mapping; DIFFERENTIAL SAR INTERFEROMETRY; INSAR TECHNIQUES; DEFORMATION; RIVER; DAM; INSIGHTS; BEHAVIOR; FAILURE; GRANADA; SLOW;
D O I
10.3390/rs12050809
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
Landslides 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.
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页数:22
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