Space-Borne and Ground-Based InSAR Data Integration: The Åknes Test Site

被引:45
作者
Bardi, Federica [1 ]
Raspini, Federico [1 ]
Ciampalini, Andrea [1 ]
Kristensen, Lene [2 ]
Rouyet, Line [3 ]
Lauknes, Tom Rune [3 ]
Frauenfelder, Regula [4 ]
Casagli, Nicola [1 ]
机构
[1] Univ Florence, Dept Earth Sci, Via La Pira 4, I-50121 Florence, Italy
[2] Norwegian Water Resources & Energy Directorate NV, Odegardsvegen 176, N-6200 Stranda, Norway
[3] Norut Northern Res Inst, N-9294 Tromso, Norway
[4] NGI, Sognsveien 72, N-0806 Oslo, Norway
关键词
radar data integration; ground-based radar; rockslide monitoring; satellite interferometry; PERMANENT SCATTERERS; SAR INTERFEROMETRY; LANDSLIDE CHARACTERIZATION; RADAR INTERFEROMETRY; AKNES ROCKSLIDE; X-BAND; DEFORMATION; LINE; DECORRELATION; RISK;
D O I
10.3390/rs8030237
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
This work concerns a proposal of the integration of InSAR (Interferometric Synthetic Aperture Radar) data acquired by ground-based (GB) and satellite platforms. The selected test site is the angstrom knes rockslide, which affects the western Norwegian coast. The availability of GB-InSAR and satellite InSAR data and the accessibility of a wide literature make the landslide suitable for testing the proposed procedure. The first step consists of the organization of a geodatabase, performed in the GIS environment, containing all of the available data. The second step concerns the analysis of satellite and GB-InSAR data, separately. Two datasets, acquired by RADARSAT-2 (related to a period between October 2008 and August 2013) and by a combination of TerraSAR-X and TanDEM-X (acquired between July 2010 and October 2012), both of them in ascending orbit, processed applying SBAS (Small BAseline Subset) method, are available. GB-InSAR data related to five different campaigns of measurements, referred to the summer seasons of 2006, 2008, 2009, 2010 and 2012, are available, as well. The third step relies on data integration, performed firstly from a qualitative point of view and later from a semi-quantitative point of view. The results of the proposed procedure have been validated by comparing them to GPS (Global Positioning System) data. The proposed procedure allowed us to better define landslide sectors in terms of different ranges of displacements. From a qualitative point of view, stable and unstable areas have been distinguished. In the sector concerning movement, two different sectors have been defined thanks to the results of the semi-quantitative integration step: the first sector, concerning displacement values higher than 10 mm, and the 2nd sector, where the displacements did not exceed a 10-mm value of displacement in the analyzed period.
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页数:25
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