Non-interferometric GB-SAR measurement: application to the Vallcebre landslide (eastern Pyrenees, Spain)

In the last decade, ground-based interferometry has proven to be a powerful technique for continuous deformation monitoring of landslides, glaciers, volcanoes, or manmade structures, among others. However, several limitations need to be addressed in order to improve the performances of the technique...

Full description

Saved in:
Bibliographic Details
Published inNatural hazards and earth system sciences Vol. 13; no. 7; pp. 1873 - 1887
Main Authors Monserrat, O, Moya, J, Luzi, G, Crosetto, M, Gili, J. A, Corominas, J
Format Journal Article
LanguageEnglish
Published Katlenburg-Lindau Copernicus GmbH 29.07.2013
Copernicus Publications
Subjects
Online AccessGet full text

Cover

Loading…
More Information
Summary:In the last decade, ground-based interferometry has proven to be a powerful technique for continuous deformation monitoring of landslides, glaciers, volcanoes, or manmade structures, among others. However, several limitations need to be addressed in order to improve the performances of the technique, especially for long-term monitoring. These limitations include the reduction of measurable points with an increase in the period of observation, the ambiguous nature of the phase measurements, and the influence of the atmospheric phase component. In this paper, a new procedure to process the amplitude component of ground-based synthetic aperture radar (GB-SAR) data acquired in discontinuous mode is compared and validated. The use of geometric features of the amplitude images combined with a matching technique will allow the estimation of the displacements over specific targets. Experimental results obtained during 19 months, in eight different campaigns carried out in the active landslide of Vallcebre (eastern Pyrenees, Spain), were analysed. During the observed period, from February 2010 to September 2011, displacements up to 80 cm were measured. The comparison with other surveying technique shows that the precision of the method is below 1 cm.
ISSN:1684-9981
1561-8633
1684-9981
DOI:10.5194/nhess-13-1873-2013