Analysis of the variations of measured values in continuous long-term geodetic monitoring

Jan Vaněček

Abstract


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.

Keywords


measurement of shifts; least squares adjustments; linear and harmonic approximation; total station; continuous monitoring

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.


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