Monitoring of Landslides with GNSS and PS-InSAR Methods and Realizing of Risk Analysis Based on Disaster Information System: Koyulhisar (Sivas) Landslides


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Hastaoğlu K. Ö. (Executive), Poyraz F., Türk T., Koçbulut F., Balık Şanlı F., Yılmaz I., et al.

TUBITAK Project, 2012 - 2015

  • Project Type: TUBITAK Project
  • Begin Date: January 2012
  • End Date: January 2015

Project Abstract

Recently PS-InSAR method is generally used to determine deformations caused by the earthquake, movements in volcanic areas, subsidence in hydrological, geological, mining or urban areas. However, this method is not used so often in determining the movements of landslides perhaps because of being a relatively new method. But it is seen in the few studies done for this aim that the PS-InSAR method can be successful in monitoring landslide movements. The main purpose of this proposed project is to determine the existing areal deformation by using modern and spatial PS-InSAR and GNSS methods. By comparing the results that are obtained by using these two methods the usage of PSInSAR on landslide will be searched. According to this purpose, the Koyulhisar region has been selected as the study site. 53 GPS points has been established throughout the region. At these GPS points, based on Rapid Static, one-hour period measurements has been made 10 times each day within 3 days in order to obtain GPS points’ three dimensional (North, east, up) velocity values. In addition, Envisat and Terrasar-x radar satellites’ SAR images have been obtained, via the projects that were offered to German Aerospace Center and European Space Agency. These images have been evaluated with STAMPS software. Thus, slip surfaces of the landslide region in the direction of the line of sight (LOS) was obtained by PS-InSAR method. Velocity values obtained by the PS-InSAR method are one dimensional, therefore these values are not suitable for comparison with the GPS results. Because of this, GPS based velocity values’ directions were converted into the LOS direction to be compared with PS-InSAR results. For comparison process, point data obtained from both GPS and PS-InSAR methods were used to create interpolated maps of the landslide region. As a result of this comparison, the GPS method was found more effective when obtaining local deformations based on point data while the PS-InSAR method was better at the areal movement obtainment of the landslide region. However, considering the Koyulhisar landslide region as it engages in movements independent from the main mass movement, using both methods together will gather better results.