Analysis of the variations of measured values in continuous long-term geodetic monitoring
DOI:
https://doi.org/10.14311/gi.15.1.2Keywords:
measurement of shifts, least squares adjustments, linear and harmonic approximation, total station, continuous monitoringAbstract
A geodetic measurement of shifts and deformations by total station is a well-known and widely used method. There is presented the analysis of the variations over time of the measured values in continuous geodetic monitoring in this paper. There are used measured data from a specific monitoring system of a surface mine in the time period from January 2006 to July 2010 in the analysis.The aim of the analysis is to describe linear trend and periodic changes in measured data (horizontal direction, zenith angle and slope distance). The main method of the analysis is a linear-harmonic function approximation.References
V. Ballu et al. “A seafloor experiment to monitor vertical deformation at the Lucky
Strike volcano, Mid-Atlantic Ridge”. In: JOURNAL OF GEODESY 83.2 (2009), pp. 147–
doi: 10.1007/s00190-008-0248-3.
T. Beran et al. “Measurement of Deformations by MEMS Arrays, Verified at Submillimetre
Level Using Robotic Total Stations”. In: Geoinformatics FCE CTU 12
(2014), pp. 30–40. doi: 10.14311/gi.12.6.
A. Berberan, M. Machado, and S. Batista. “Automatic multi total station monitoring of
a tunnel”. In: Survey Review 39.305 (2007), pp. 203–211. doi: 10.1179/003962607X165177.
C. Castagnetti et al. “Multi-sensors integrated system for landslide monitoring: critical
issues in system setup and data management”. In: European Journal of Remote Sensing
(2013), pp. 104–124. doi: 10.5721/EuJRS20134607.
Y. G. He and C. J. Zhao. Large-scale Bridge Distortion Measuring Technique Discussion.
International Conference on Mechanics and Civil Engineering (ICMCE), Wuhan,
Peoples Republic of China. 13-14 December 2014 2014. doi: 110.2991/icmce- 14.
120.
B. Klappstein, G. Bonci, and W. Maston. Implementation of real time geotechnical monitoring
at an open pit mountain coal mine in western Canada. International multidisciplinary
scientific symposium UNIVERSITARIA SIMPRO 2014, Petrosani, Romania.
Oct. 2014.
P. Stanislav and J. Blín. “Technical support of the service of automatic total station
Leica TCR 2003A in operating conditions of the company Mostecká uhelná a.s.” In:
Acta Montanistica Slovaca 12.Special Issue 3/2007 (2007). ISSN 1335-1788, pp. 554–
M. Štroner et al. “Prague Castle Area Local Stability Determination Assessment By The
Robust Transformation Method”. In: Acta Geodynamica et Geomaterialia 11.4 (2014),
pp. 325–336. doi: 10.13168/AGG.2014.0020.
C. Tse and J. Luk. Design and implementation of automatic deformation monitoring
system for the construction of railway tunnel: A case study in West Island Line. Joint
International Symposium on Deformation Monitoring, Hong Kong, China. Feb. 2011.
R. Urban. Surveying works during the deformation measurement of buildings. First
printing. ISBN 978-80-01-05786-5. CTU Publishing House, Prague, 2015, p. 227.
Downloads
Published
Issue
Section
License
- Authors retain copyright and grant the journal right of first publication with the work simultaneously licensed under a Creative Commons Attribution License that allows others to share the work with an acknowledgement of the work's authorship and initial publication in this journal.
- Authors are able to enter into separate, additional contractual arrangements for the non-exclusive distribution of the journal's published version of the work (e.g., post it to an institutional repository or publish it in a book), with an acknowledgement of its initial publication in this journal.
- Authors are permitted and encouraged to post their work online (e.g., in institutional repositories or on their website) prior to and during the submission process, as it can lead to productive exchanges, as well as earlier and greater citation of published work (See The Effect of Open Access).
