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The exploitation of large archives of space-borne C-band SAR data in the framework of FP7-DORIS Project

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Geophysical Research Abstracts Vol. 15, EGU2013-7994, 2013 EGU General Assembly 2013

© Author(s) 2013. CC Attribution 3.0 License.

The exploitation of large archives of space-borne C-band SAR data in the

framework of FP7-DORIS Project

Chiara Del Ventisette, Andrea Ciampalini, and the DORIS Team

University of Florence (Italy), Earth Sciences, Firenze, Italy (chiara.delventisette@unifi.it)

DORIS (Ground Deformations Risk Scenarios: an Advanced Assessment Service) is an advanced downstream ser-vice project within the seventh Framework Programme of the European Commission. A European team was set up in order to make the best views of the most advanced research and technologies outcomes in the field of Earth Observation (EO) for the improvement of risk management. The aim of the DORIS project is the development of new methodologies for the detection, mapping, monitoring and forecasting of ground deformations.

DORIS integrates traditional and innovative EO and ground based (non-EO) data to improve our understanding of the complex phenomena at different temporal and spatial scales and in various physiographic and environmental settings that result in ground deformations, including landslides and ground subsidence, for civil protection pur-poses.

One of the goal of the Doris Project is the exploitation of the large data archives for geohazards mapping. In this work the existing ESA Synthetic Aperture Radar (SAR) archives, operating in the microwave C-band (data col-lected by the ERS-1/2 and ENVISAT satellite) were analysed through new algorithms developed to reconstruct long time series (almost 20 years) and the obtained preliminary results are presented. The algorithms are based on Small BAseline Subset technique (SBAS; developed by CNR-IREA), ERS- ENVISAT Stitching (T.R.E.), Stable Point Network (SPN; Altamira) and ERS-ENVISAT Interferometric Point Target Analysis (IPTA; Gamma). The potentiality of these algorithms were evaluate in selected test sites characterized by different ground deforma-tion phenomena (landslide and/or subsidence): i) Central Umbria (Italy); ii) Messina Province (Italy); iii) Rácalmás (Hungary); iv) Silesian Coal Basin (Poland); v) Tramuntana Range (Mallorca, Spain) and vi) St. Moritz (Switzer-land).

The results demonstrate the usefulness of the implemented algorithms, but in some cases there is a loss of the coherent points, especially in the most unstable areas.

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