Technical Notes
Nov 14, 2016

Effects of Low Temperatures in the Line of Sight of Digital Levels

Publication: Journal of Surveying Engineering
Volume 143, Issue 2

Abstract

Digital levels are high-precision instruments that use bar-code rods and sensitive charged-coupled device (CCD) linear sensors. To determine the height difference, it is necessary to bring the line of sight to the horizontal position. Horizontality of the line of sight is achieved by the compensator. Technical characteristics of the level are checked within the calibration. Level calibration was performed in an accredited laboratory of the University of Belgrade, Faculty of Civil Engineering. However, between two calibrations, the level was used in a variety of conditions and was exposed to different environmental conditions. To check the performance of the entire system (i.e., level, tripod, and rods), an experiment was conducted to calculate calibration curves of the line of sight of three sets of equipment that include three digital levels. The experiment was carried out in cold storage with the temperature ranging from +10°C to –15°C. The results of the conducted experiment are part of this paper and point to the magnitude of the variation of the inclination of the line of sight, effects of relative change in the tripod height, and effects of relative change in the rod length. The obtained results imply that the collimation angle appears as a rod-reading error and can be eliminated by entering the corrections. Values of the accessory corrections (tripod and rod) for the effect of the temperature change indicate that they should be taken into account (corrections must be calculated and entered into the measurement results) in works with high accuracy.

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References

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Go to Journal of Surveying Engineering
Journal of Surveying Engineering
Volume 143Issue 2May 2017

History

Received: Dec 1, 2015
Accepted: Jul 25, 2016
Published online: Nov 14, 2016
Discussion open until: Apr 14, 2017
Published in print: May 1, 2017

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Authors

Affiliations

Jelena Gučević [email protected]
Associate Professor, Faculty of Civil Engineering, Univ. of Belgrade, Bul. kralja Aleksandra 73, Belgrade 11000, Serbia. E-mail: [email protected]
Stefan Miljković [email protected]
Ph.D. Student, Faculty of Civil Engineering, Univ. of Belgrade, Bul. kralja Aleksandra 73, Belgrade 11000, Serbia. E-mail: [email protected]
Siniša Delčev [email protected]
Associate Professor, Faculty of Civil Engineering, Univ. of Belgrade, Bul. kralja Aleksandra 73, Belgrade 11000, Serbia. E-mail: [email protected]
Vukan Ogrizović [email protected]
Associate Professor, Faculty of Civil Engineering, Univ. of Belgrade, Bul. kralja Aleksandra 73, Belgrade 11000, Serbia (corresponding author). E-mail: [email protected]

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