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Licensed Unlicensed Requires Authentication Published by De Gruyter February 14, 2017

Object tracking with robotic total stations: Current technologies and improvements based on image data

  • Matthias Ehrhart EMAIL logo and Werner Lienhart

Abstract

The importance of automated prism tracking is increasingly triggered by the rising automation of total station measurements in machine control, monitoring and one-person operation. In this article we summarize and explain the different techniques that are used to coarsely search a prism, to precisely aim at a prism, and to identify whether the correct prism is tracked. Along with the state-of-the-art review, we discuss and experimentally evaluate possible improvements based on the image data of an additional wide-angle camera which is available for many total stations today. In cases in which the total station’s fine aiming module loses the prism, the tracked object may still be visible to the wide-angle camera because of its larger field of view. The theodolite angles towards the target can then be derived from its image coordinates which facilitates a fast reacquisition of the prism. In experimental measurements we demonstrate that our image-based approach for the coarse target search is 4 to 10-times faster than conventional approaches.

References

[1] F A Bayoud, Leica Geosystems Total Station Series TPS1200 White Paper, Leica Geosystems AG, Heerbrugg, Switzerland, 2006.Search in Google Scholar

[2] U Berg, A Utterbäck and J Carlèn, Target for Use in Measuring and Surveying Applications, Trimble AB, Patent no. US7,913,405B2, Danderyd, Sweden, 2011.Search in Google Scholar

[3] G R Bradski, Computer Vision Face Tracking For Use in a Perceptual User Interface, Intel Technology Journal Q2 (1998), 15 p.Search in Google Scholar

[4] Y Cheng, Mean shift, mode seeking, and clustering, IEEE Transactions on Pattern Analysis and Machine Intelligence 17 (1995), 790–799.10.1109/34.400568Search in Google Scholar

[5] F Deumlich and R Staiger, Instrumentenkunde der Vermessungstechnik, 9th ed, Herbert Wichmann Verlag, Heidelberg, Germany, 2002.Search in Google Scholar

[6] J Dold, D Moser and R Zumbrunn, Tracking Method and Measuring System Comprising a Laser Tracker, Leica Geosystems AG, Patent no. US8,279,430B2, Heerbrugg, Switzerland, 2012.Search in Google Scholar

[7] J Drake, T Lemmon and K Murray, GeoLock Technology for the Professional Surveyor White Paper, Trimble Navigation Limited, Dayton, Ohio, USA, 2005.Search in Google Scholar

[8] M Ehrhart and W Lienhart, Accurate Measurements with Image-Assisted Total Stations and Their Prerequisites, Journal of Surveying Engineering (2016), 04016024.10.1061/(ASCE)SU.1943-5428.0000208Search in Google Scholar

[9] K Fukunaga, Introduction to Statistical Pattern Recognition, 2nd ed, Academic Press, Boston, 1990.10.1016/B978-0-08-047865-4.50007-7Search in Google Scholar

[10] D Grimm and U Hornung, Leica ATRplus – Leistungssteigerung der automatischen Messung und Verfolgung von Prismen, Allgemeine Vermessungs-Nachrichten 122 (2015), 269–276.Search in Google Scholar

[11] D Grimm, G Kleemaier and H M Zogg, ATRplus White Paper, Leica Geosystems AG, Heerbrugg, Switzerland, 2015.Search in Google Scholar

[12] S Guillaume, B Bürki, S Griffet and H Mainaud Durand, QDaedalus: Augmentation of Total Stations by CCD Sensor for Automated Contactless High-Precision Metrology, in: Proc., FIG Working Week 2012, Rome, Italy, 2012.Search in Google Scholar

[13] S Guillaume, A Geiger and M Scaramuzza, Automated High Precision Optical Tracking of Aircrafts and non-cooperative Flying Objects, in: Proc., ION GNSS+ 2016, pp. 2315–2317, Portland, Oregon, USA, 2016.10.33012/2016.14604Search in Google Scholar

[14] Y D Huang and I Harley, Calibration of Close-Range Photogrammetric Stations Using a Free Network Bundle Adjustment, in: Proc., Optical 3-D Measurement Techniques, pp. 49–56, Herbert Wichmann Verlag, Heidelberg, Germany, 1989.Search in Google Scholar

[15] H Ingensand and B Böckem, Automatic Location and Pointing Techniques in Local Positioning Systems, in: Proc., Optical 3-D Measurement Techniques IV, pp. 329–338, Herbert Wichmann Verlag, Heidelberg, Germany, 1997.Search in Google Scholar

[16] ISO, Optics and optical instruments – Field procedures for testing geodetic and surveying instruments – Part 3: Theodolites, ISO (International Organization for Standardization), ISO Standard no. 17123-3:2001, Geneva, Switzerland, 2001.Search in Google Scholar

[17] Z Kalal, K Mikolajczyk and J Matas, Tracking-Learning-Detection, IEEE Transactions on Pattern Analysis and Machine Intelligence 34 (2012), 1409–1422.10.1109/TPAMI.2011.239Search in Google Scholar PubMed

[18] T Kludas, Surveying Apparatus for Tracking and Surveying an Object, Trimble Jena GmbH, Patent no. US8,149,388B2, Jena, Germany, 2012.Search in Google Scholar

[19] S Lackner and W Lienhart, Impact of Prism Type and Prism Orientation on the Accuracy of Automated Total Station Measurements, in: Proc., 3rd Joint International Symposium on Deformation Monitoring, Vienna, Austria, 2016.Search in Google Scholar

[20] Leica, Leica TPS1200+ White Paper, Leica Geosystems AG, Heerbrugg, Switzerland, 2007.Search in Google Scholar

[21] Leica, Leica MS60/TS60 User Manual, Version 1.0, Leica Geosystems AG, Heerbrugg, Switzerland, 2015.Search in Google Scholar

[22] Leica, Leica TS16 User Manual, Version 1.0, Leica Geosystems AG, Heerbrugg, Switzerland, 2015.Search in Google Scholar

[23] T Lemmon and C van der Loo, Trimble GPS Search Technology for the Professional Surveyor White Paper, Trimble Navigation Limited, Dayton, Ohio, USA, 2006.Search in Google Scholar

[24] W Lienhart, M Ehrhart and M Grick, High Frequent Total Station Measurements for the Monitoring of Bridge Vibrations, in: Proc., 3rd Joint International Symposium on Deformation Monitoring, Vienna, Austria, 2016.Search in Google Scholar

[25] H Otani and K Kumagai, Surveying Device and Automatic Tracking Method, Kabushiki Kaisha Topcon, Patent no. US8,294,769B2, Tokyo, Japan, 2012.Search in Google Scholar

[26] C Rother, V Kolmogorov and A Blake, “GrabCut": Interactive Foreground Extraction Using Iterated Graph Cuts, ACM Transactions on Graphics 23 (2004), 309–314.10.1145/1186562.1015720Search in Google Scholar

[27] W V Stempfhuber, Ein integritätswahrendes Messsystem für kinematische Anwendungen, Ph.D. thesis, Technische Universität München, DGK C-576, Munich, Germany, 2004, 131 p.Search in Google Scholar

[28] Topcon, Remote Control System RC-5 Instruction Manual, Topcon Corporation, Tokyo, Japan, 2012.Search in Google Scholar

[29] Topcon, Hybrid Positioning Technology Brochure, Topcon Corporation, Livermore, California, USA, 2013.Search in Google Scholar

[30] Topcon, X-pointing Technology White Paper, Topcon Corporation, Livermore, California, USA, 2013.Search in Google Scholar

[31] Topcon, Direct Aiming Station DS Series Instruction Manual, Topcon Corporation, Tokyo, Japan, 2014.Search in Google Scholar

[32] Trimble, Trimble Tech Tips: Trimble S8 Total Station: FineLock Technology Field of View, Trimble Navigation Limited, Sunnyvale, California, USA, 2008.Search in Google Scholar

[33] Trimble, Trimble Tech Tips: Trimble S6 Total Station and Autolock Technology: Locking a Target with the Tracker System, Trimble Navigation Limited, Sunnyvale, California, USA, 2009.Search in Google Scholar

[34] Trimble, Trimble Tech Tips: Trimble S6 Total Station: MultiTrack Technology, Trimble Navigation Limited, Sunnyvale, California, USA, 2009.Search in Google Scholar

[35] Trimble, Trimble Tech Tips: Trimble S6 Total Station: Principles of the Tracker System, Trimble Navigation Limited, Sunnyvale, California, USA, 2009.Search in Google Scholar

[36] Trimble, Trimble Tech Tips: Trimble S6 Total Station: Searching a Target with the Trimble Tracker System, Trimble Navigation Limited, Sunnyvale, California, USA, 2009.Search in Google Scholar

[37] Trimble, Trimble Tech Tips: Trimble S8 Total Station: Comparison of Autolock and FineLock Technology, Trimble Navigation Limited, Sunnyvale, California, USA, 2010.Search in Google Scholar

[38] Trimble, Trimble Tech Tips: Trimble S Series Total Station: Tracking a Moving Target, Trimble Navigation Limited, Sunnyvale, California, USA, 2011.Search in Google Scholar

[39] Trimble, Trimble Access Software Help, Version 2.60, Trimble Navigation Limited, Sunnyvale, California, USA, 2014.Search in Google Scholar

[40] Trimble, Trimble S7 Total Station Datasheet, Trimble Navigation Limited, Sunnyvale, California, USA, 2015.Search in Google Scholar

[41] Y Wu, J Lim and M H Yang, Online Object Tracking: A Benchmark, in: Proc., 2013 IEEE Conference on Computer Vision and Pattern Recognition, pp. 2411– 2418, Portland, Oregon, USA, 2013.10.1109/CVPR.2013.312Search in Google Scholar

[42] Y Wu, J Lim and M H Yang, Object Tracking Benchmark, IEEE Transactions on Pattern Analysis and Machine Intelligence 37 (2015), 1834–1848.10.1109/TPAMI.2014.2388226Search in Google Scholar PubMed

Received: 2016-10-25
Accepted: 2017-1-26
Published Online: 2017-2-14
Published in Print: 2017-9-26

© 2017 Walter de Gruyter GmbH, Berlin/Boston

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