Conditions and Limitations to be Considered while Using the Total Station for Levelling Measurements

Authors

N. Malalarathne

National Aquatic Resources Research and Development Agency (NARA), Colombo 15 (Sri Lanka)

M. A. R. D. Gunathilaka

Survey Department of Sri Lanka (Sri Lanka)

K. W. D. Sachinthana

Faculty of Geomatics, Sabaragamuwa University of Sri Lanka (Sri Lanka)

D.R. Welikanna

Faculty of Geomatics, Sabaragamuwa University of Sri Lanka (Sri Lanka)

Article Information

DOI: 10.51244/IJRSI.2025.1210000303

Subject Category: Surveying

Volume/Issue: 12/10 | Page No: 3489-3516

Publication Timeline

Submitted: 2025-10-29

Accepted: 2025-11-05

Published: 2025-11-20

Abstract

Total station is a widely used instrument in the field of surveying for both distance and angle measurements. Indirect levelling is a function that total station can be used but the level of accuracy that can be achieved is uncertain. Therefore, it is expected to investigate conditions and limitations of using total station for leveling through this study. An 8km long level line was established for this purpose, covering various topographical features using into level. Selected segments of this level line were used for total station levelling. The result achieved from total station was compared with auto level heights. Error variation of total station readings in each segment was projected to graphs. According to results, the error was always negative when the level line slopes downwards and positive when rises upwards. Error generation was higher as longer the distance between instrument and target. Finally total station can be recommended for engineering surveys but not suitable for water supply and drainage projects where accuracy is critical.

Keywords

Total station, surveying, levelling, error variation

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References

1. COMET. (2015, March 31). Online Course - Understanding Heights and Vertical Datums. Retrieved from Comet - MetEd Education and Training: https://learn.meted.ucar.edu/#/online-course-player/981233d9-353e-4709-9bbf-93f2bc7e0e8e [Google Scholar] [Crossref]

2. Geofrey, J. (n.d.). Comparison Between Digital Levelling and Total Station Levelling. Academia.edu. [Google Scholar] [Crossref]

3. Lee, J., & Rho, T. (2001). Application to Leveling Using Total Station. In New Technology for a New Century International Conference FIG Working Week 2001. : . New Technology for a New Century International Conference FIG Working Week 2001. Seoul, Korea: FIG Conference Proceedings. [Google Scholar] [Crossref]

4. Mishra, G. (2017). Error Sources in Total Station in Surveying. Retrieved from The Constructor: https://theconstructor.org/surveying/error-sources-in-total-station/6052/ [Google Scholar] [Crossref]

5. NOAA. (2016). Retrieved from National Geodetic Survey: https://www.ngs.noaa.gov/datums/ [Google Scholar] [Crossref]

6. Punmia, B. (2015, August). Levelling. Retrieved from Civil Blog: https://www.civilblog.com/levelling/ [Google Scholar] [Crossref]

7. Tandon, G. H. (2013, October 6). Levelling. Slideshare. [Google Scholar] [Crossref]

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