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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 |
Files in This Item:
File | Description | Size | Format | |
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Journal_8.pdf | Journal_#8 | 563.31 kB | Adobe PDF | View/Open |
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