results of landslide detection based on insar...

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Baota landslide in China The Baota landslide, located in the middle of the Three Gorges Reservoir, upstream of Dam site 223km, downstream of Chongqing 388km and sited on the left bank of the Yangtze river. A GPS and terrestrial network was established and measured three times. This geodetical data set was used for the validation of the InSAR results. The choosen approach consists of several levels of SAR data processing of the European Remote Sensing satellites ERS 1 and 2. At the beginning of the processing levels we used the subsampled 3sec- SRTM Digital Elevation Model (DEM) instead to our standard approach of using data of the ERS1/2 tandem mission for the DEM determination, because it turned out that we got more precise results. This DEM serves on the one hand as a necessary processing level for the further SAR processing and on the other hand as an important data source for the GIS in the alert system, e.g. for the derivation of slope parameters. The further processing levels were based on the differential interferometry approach using two or more coherent ERS 1 and 2 radar scenes for the final interferogram calculation. The different steps, like coregistration, filtering procedures, unwrapping, etc. were accompained by taking manual corrective actions, because the existence of two vegetation periods and the steepness of the terrain in this area were not the best boundary conditions for InSAR processing. The displacements on the Baota landslide of up to 14mm in six months from the InSAR processing were in extremely good coincidence with the geodetic derived movement rates. Results of landslide detection based on InSAR processing Björn Riedel 1 and Kostas Lakakis 2 The use of differential Synthetic Aperture Radar Interferometry (dInSAR) for the detection and monitoring of earth surface processes is meanwhile an established method. However, this approach has only success if the observed area fulfils specific requests, like sufficient backscattering, flat slope gradients or very slow growth of vegetation. In the European Union funded project OASYS - integrated optimization of landslide alert systems – the early identification of endangered areas plays the main important role (www.vce.at/oasys). For the recognition of surface movements one has decided to investigate the capability of dInSAR. Within the framework of this EU-project several test sites i.e. in Greece, Germany, Hungary, Rumania and China were investigated. Our InSAR investigations were especially focused on the Baota landslide in China and the Prinotopa landslides in Greece. •satellites: ERS1 & ERS2 •image pair: 23424_06256 •January – July 1996 •baseline B perp 23 m •precise ephemeris Contact address : 1 Technische Universität Braunschweig Institut für Geodäsie und Photogrammetrie Gaußstraße 22 38106 Braunschweig Germany [email protected] •SRTM 3”- DEM data set overlayed on amplitude image •Colour cycle change in height of 500m Baota landslide Changjiang (Yangtze river) max. movement rates in line of sight of 14mm in 6 months Prinotopa landslides in Greece The test site is located in NW Greece in the province Ioannina and the new constructed Egnatia Motorway will pass this area. For the detection of landslides we used a modified 3pass-Interferometry (baselines of 12 to 26m), consisting out of one ERS1/2-Tandem data set (January 1996) and an ERS2 image acquisition in April 1996 and Mai 1996. With an overlay of the two 3pass- results we got several identical clusters of pixels that showed us a change in colour in relation to their vicininty. These areas of earth surface changes of 2 up to 4cm are in good correlation with geological studies and geodetical on-site observations. Prinotopa landslide area 2 Egnatia Odos S.A. 6o Km Thessaloniki-Thermi P.O 57001 Thessaloniki Greece klakakis @ egnatia . gr

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Page 1: Results of landslide detection based on InSAR processingearth.esa.int/workshops/fringe2005/proceedings/posters/186_riedel.pdf · the validation of the InSAR results. The choosen approach

Baota landslide in ChinaThe Baota landslide, located in the middle of theThree Gorges Reservoir, upstream of Dam site223km, downstream of Chongqing 388km and sitedon the left bank of the Yangtze river. A GPS andterrestrial network was established and measuredthree times. This geodetical data set was used forthe validation of the InSAR results.

The choosen approach consists of several levels ofSAR data processing of the European RemoteSensing satellites ERS 1 and 2. At the beginning ofthe processing levels we used the subsampled 3sec-SRTM Digital Elevation Model (DEM) instead to ourstandard approach of using data of the ERS1/2tandem mission for the DEM determination, becauseit turned out that we got more precise results. ThisDEM serves on the one hand as a necessaryprocessing level for the further SAR processing andon the other hand as an important data source forthe GIS in the alert system, e.g. for the derivation ofslope parameters.

The further processing levels were based on thedifferential interferometry approach using two or morecoherent ERS 1 and 2 radar scenes for the finalinterferogram calculation. The different steps, likecoregistration, filtering procedures, unwrapping, etc.were accompained by taking manual correctiveactions, because the existence of two vegetationperiods and the steepness of the terrain in this areawere not the best boundary conditions for InSARprocessing.

The displacements on the Baota landslide of up to14mm in six months from the InSAR processing werein extremely good coincidence with the geodeticderived movement rates.

Results of landslide detectionbased on InSAR processing

Björn Riedel1 and Kostas Lakakis2

The use of differential Synthetic Aperture RadarInterferometry (dInSAR) for the detection andmonitoring of earth surface processes is meanwhilean established method. However, this approach hasonly success if the observed area fulfils specificrequests, like sufficient backscattering, flat slopegradients or very slow growth of vegetation.

In the European Union funded project OASYS -integrated optimization of landslide alert systems –the early identification of endangered areas playsthe main important role (www.vce.at/oasys). For therecognition of surface movements one has decidedto investigate the capability of dInSAR. Within theframework of this EU-project several test sites i.e. inGreece, Germany, Hungary, Rumania and Chinawere investigated. Our InSAR investigations wereespecially focused on the Baota landslide in Chinaand the Prinotopa landslides in Greece.

•satellites: ERS1 & ERS2•image pair: 23424_06256•January – July 1996•baseline Bperp ≈ 23 m•precise ephemeris

Contact address:1Technische Universität BraunschweigInstitut für Geodäsie und PhotogrammetrieGaußstraße 2238106 [email protected]

•SRTM 3”- DEM dataset overlayed onamplitude image•Colour cycle change inheight of 500m

Baota landslide

Changjiang (Yangtze river)

max. movement rates in lineof sight of 14mm in 6 months

Prinotopa landslides in GreeceThe test site is located in NW Greece in the provinceIoannina and the new constructed Egnatia Motorwaywill pass this area. For the detection of landslides weused amodified 3pass-Interferometry (baselines of 12 to 26m),consisting out of one ERS1/2-Tandem data set(January 1996) and an ERS2 image acquisition in April1996 and Mai 1996.

With an overlay of the two 3pass-results we got several identical clusters of pixels that showed usa change in colour in relation to their vicininty.

These areas of earth surface changes of 2 up to 4cmare in good correlation with geological studies andgeodetical on-site observations.

Prinotopa landslide area

2Egnatia Odos S.A. 6o KmThessaloniki-ThermiP.O [email protected]