Please use this identifier to cite or link to this item: http://ir.futminna.edu.ng:8080/jspui/handle/123456789/17553
Title: Periyodik Toplanmış TUSAGA-Aktif Ölçülerinin Deformasyon İzlemede Kullanılabilirliğinin Araştırılması (Investigation of usability of periodically collected CORS-TR Measurements in Deformation Monitoring)
Authors: TURAN, Seda Nur
EYO, E. Etim
ACAR, Mustafa
BAYRAK, Temel
Keywords: TUSAGA-Aktif
Deformasyon
Statik ve Kinematik Analiz
Issue Date: 2012
Publisher: Harita Teknolojileri Elektronik Dergisi (Electronic Journal of Map Technologies)
Citation: TURAN, Seda Nur., EYO, E. Etim., ACAR, Mustafa and BAYRAK, Temel. (2012). Investigation of usability of periodically collected CORS-TR Measurements in Deformation Monitoring. Electronic Journal of Map Technologies, 4 (2): 19-29 (in Turkish, Abstract in English).
Series/Report no.: 4;2
Abstract: Continuously Operating Reference Stations-Turkey (CORS-TR) is a Net-RTK system which was established in our country in 2006. The system provides the users all over the country with instant precise coordinate datum. CORS-TR has the capability of doing observation on a vast number of points of a land in a very short time of measurement and with a single receiver and staff. It is possible to carry out a measurement on and around the deformed object in the desired frequency and in a very short time of measurement. This method is much more cost-efficient and functional than other geodetic methods. It is quite useful for the monitoring of slow-moving landslides and earth-fill dams. The method's accuracy of data collection is at the level of cm. This study focuses on a new deformation monitoring method, which is considered to be useful for deformation monitoring studies and supported by the up to date CORS-TR technology, and presents the methodology of an alternative deformation monitoring by using the periodically collected CORS-TR data. For this purpose, 10 epoch CORS-TR measurements were performed on a point periodically once in 3 months with one GNSS receiver, the measurements were balanced, and their static and kinematic deformation analyses were done. Results of the analysis were compared and observed that they were compatible.
URI: http://repository.futminna.edu.ng:8080/jspui/handle/123456789/17553
Appears in Collections:Surveying & Geoinformatics

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