Skip to content
Licensed Unlicensed Requires Authentication Published by De Gruyter August 29, 2018

Accurate georeferencing of TLS point clouds with short GNSS observation durations even under challenging measurement conditions

  • Florian Zimmermann EMAIL logo , Christoph Holst , Lasse Klingbeil and Heiner Kuhlmann

Abstract

The accuracy of georeferenced TLS point clouds is directly influenced by site-dependent GNSS effects, deteriorating the accuracy of the ground control point coordinate estimation. Especially under challenging GNSS conditions, this is a crucial problem. One common approach is to minimize these effects by longer observation durations, which in turn increases the effort in time and cost. In this paper, an algorithm is proposed that provides accurate georeferencing results, even under challenging measurement conditions and short observation durations. It iteratively improves the georeferencing accuracy by determining and applying obstruction adaptive elevation masks to the GNSS observations. The algorithm is tested and assessed using the data of a field test. It is demonstrated that after only 5 minutes observation duration, the ground control point coordinates can be estimated with an accuracy of 1 to 2 cm, independent from the GNSS measurement conditions. Initial states of the elevation masks are determined from a point cloud that is georeferenced using coordinates from a single point positioning solution, enhanced by a RAIM-FDE approach. Afterwards, the coordinates are estimated in a weighted least-squares baseline solution and both, the elevation masks and the coordinate estimation, are iteratively improved. Besides the significant reduction of measurement time, the proposed algorithm allows for increasing the amount of ground control points and can be applied to other direct or indirect GNSS-based georeferencing approaches.

Acknowledgment

We thank Erik Heinz and Tomislav Medic for their assistance during the TLS measurements.

References

[1] M. Alba and M. Scaioni, Comparison of techniques for terrestrial laser scanning data georeferencing applied to 3-D modelling of cultural heritage, The International Archives of the Photogrammetry, Remote Sensing and Spatial Information Sciences 36 (2007), 8.Search in Google Scholar

[2] X. W. Chang, X. Yang and T. Zhou, MLAMBDA: a modified LAMBDA method for integer least-squares estimation, Journal of Geodesy 79 (2005), 552–565.10.1007/s00190-005-0004-xSearch in Google Scholar

[3] C. Eling, L. Klingbeil, M. Wieland and H. Kuhlmann, Towards deformation monitoring with uav-based mobile mapping systems, in: Proc., 3rd Joint Int. Symp. on Deformation Monitoring (JISDM), TU Wien, Vienna, 2016.Search in Google Scholar

[4] P. D. Groves, Principles of GNSS, inertial, and multisensor integrated navigation systems, Artech house, Boston, USA, 2013.Search in Google Scholar

[5] P. D. Groves, Z. Jiang, M. Rudi and P. Strode, A Portfolio Approach to NLOS and Multipath Mitigation in Dense Urban Areas, in: Proceedings of the 26th International Technical Meeting of the Satellite Division of The Institute of Navigation (ION GNSS+ 2013), pp. 3231–3247, Nashville, TN, USA, September 16–20, 2013.Search in Google Scholar

[6] D. Hauser, C. Glennie and B. Brooks, Calibration and accuracy analysis of a low-cost mapping-grade mobile laser scanning system, Journal of Surveying Engineering 142 (2016), 04016011.10.1061/(ASCE)SU.1943-5428.0000178Search in Google Scholar

[7] E. Heinz, C. Eling, M. Wieland, L. Klingbeil and H. Kuhlmann, Development, calibration and evaluation of a portable and direct georeferenced laser scanning system for kinematic 3D mapping, Journal of Applied Geodesy 9 (2015), 227–243.10.1515/jag-2015-0011Search in Google Scholar

[8] B. Hofmann-Wellenhof, H. Lichtenegger and E. Wasle, GNSS–Global Navigation Satellite Systems: GPS, GLONASS, Galileo, and more, Springer-Verlag Wien, New York, USA, 2008.Search in Google Scholar

[9] C. Holst and H. Kuhlmann, Challenges and present fields of action at laser scanner based deformation analyses, Journal of applied geodesy 10 (2016), 17–25.10.1515/jag-2015-0025Search in Google Scholar

[10] C. Holst, D. Schunck, A. Nothnagel, R. Haas, L. Wennerbäck, H. Olofsson, R. Hammargren and H. Kuhlmann, Terrestrial Laser Scanner Two-Face Measurements for Analyzing the Elevation-Dependent Deformation of the Onsala Space Observatory 20-m Radio Telescopes Main Reflector in a Bundle Adjustment, Sensors 17 (2017), 1833.10.3390/s17081833Search in Google Scholar PubMed PubMed Central

[11] H. Kaartinen, J. Hyyppä, A. Kukko, A. Jaakkola and H. Hyyppä, Benchmarking the performance of mobile laser scanning systems using a permanent test field, Sensors 12 (2012), 12814–12835.10.3390/s120912814Search in Google Scholar

[12] D. Lague, N. Brodu and J. Leroux, Accurate 3D comparison of complex topography with terrestrial laser scanner: Application to the Rangitikei canyon (NZ), ISPRS Journal of Photogrammetry and Remote Sensing 82 (2013), 10–26.10.1016/j.isprsjprs.2013.04.009Search in Google Scholar

[13] L. Lau and P. Cross, Development and testing of a new ray-tracing approach to GNSS carrier-phase multipath modelling, Journal of Geodesy 81 (2007), 713–732.10.1007/s00190-007-0139-zSearch in Google Scholar

[14] J.-A. Paffenholz, H. Alkhatib and H. Kutterer, Direct geo-referencing of a static terrestrial laser scanner, Journal of Applied Geodesy 4 (2010), 115–126.10.1515/jag.2010.011Search in Google Scholar

[15] S. Peyraud, D. Bétaille, S. Renault, M. Ortiz, F. Mougel, D. Meizel and F. Peyret, About non-line-of-sight satellite detection and exclusion in a 3D map-aided localization algorithm, Sensors 13 (2013), 829–847.10.3390/s130100829Search in Google Scholar PubMed PubMed Central

[16] D. Pritchard, J. Sperner, S. Hoepner and R. Tenschert, Terrestrial laser scanning for heritage conservation: the Cologne Cathedral documentation project, ISPRS Annals of the Photogrammetry, Remote Sensing and Spatial Information Sciences 4 (2017), 213.10.5194/isprs-annals-IV-2-W2-213-2017Search in Google Scholar

[17] Y. Reshetyuk, Self-calibration and direct georeferencing in terrestrial laser scanning, Ph.D. thesis, KTH, 2009.Search in Google Scholar

[18] S. Schuhmacher and J. Böhm, Georeferencing of Terrestrial Laser scanner Data for Applications in Architectural Modeling, ISPRS - International Society for Photogrammetry and Remote Sensing XXXVI-5/W17 (2015).Search in Google Scholar

[19] G. Seeber, Satellite geodesy: foundations, methods, and applications, Walter de Gruyter, Berlin, Boston, 2003.10.1515/9783110200089Search in Google Scholar

[20] P. Strode and P. D. Groves, GNSS multipath detection using three-frequency signal-to-noise measurements, GPS Solutions 20 (2015), 1–14.10.1007/s10291-015-0449-1Search in Google Scholar

[21] S. Verhagen and P. J. G. Teunissen, New global navigation satellite system ambiguity resolution method compared to existing approaches, Journal of Guidance, Control, and Dynamics 29 (2006), 981–991.10.2514/1.15905Search in Google Scholar

[22] G. Vosselman and H.-G. Maas, Airborne and terrestrial laser scanning, CRC Press, 2010.Search in Google Scholar

[23] P. Zeimetz and H. Kuhlmann, On the accuracy of absolute GNSS antenna calibration and the conception of a new anechoic chamber, in: Proceedings of the FIG Working Week, 14, p. 19, 2008.Search in Google Scholar

[24] N. Zhu, J. Marais, D. Bétaille and M. Berbineau, GNSS Position Integrity in Urban Environments: A Review of Literature, IEEE Transactions on Intelligent Transportation Systems, (2018).10.1109/TITS.2017.2766768Search in Google Scholar

[25] F. Zimmermann, C. Eling and H. Kuhlmann, Empirical assessment of obstruction adaptive elevation masks to mitigate site-dependent effects, GPS Solutions 21 (2017), 1695–1706.10.1007/s10291-017-0650-5Search in Google Scholar

Received: 2018-04-10
Accepted: 2018-07-31
Published Online: 2018-08-29
Published in Print: 2018-10-25

© 2018 Walter de Gruyter GmbH, Berlin/Boston

Downloaded on 28.5.2024 from https://www.degruyter.com/document/doi/10.1515/jag-2018-0013/html
Scroll to top button