Using RTK GNSS to measure cadastral distances

Paper


Gibbings, Peter and Zahl, Michael. 2014. "Using RTK GNSS to measure cadastral distances." 17th Australasian Remote Sensing and Photogrammetry Conference (ARSPC), the 6th Queensland Surveying & Spatial Conference (QSSC) and the LiDAR Technologies 2014 Conference (QCON14): Repositioning for a Sustainable Future . Cairns, Australia 07 - 10 Oct 2014 Canberra, Australia.
Paper/Presentation Title

Using RTK GNSS to measure cadastral distances

Presentation TypePaper
AuthorsGibbings, Peter (Author) and Zahl, Michael (Author)
Journal or Proceedings TitleQCON14: Incorporating 17th Australasian Remote Sensing and Photogrammetry Conference (ARSPC), the 6th Queensland Surveying & Spatial Conference (QSSC) and the LiDAR Technologies 2014 Conference (QCON14)
Number of Pages17
Year2014
Place of PublicationCanberra, Australia
Web Address (URL) of Paperhttps://www.researchgate.net/publication/266797094_Using_RTK_GNSS_to_Measure_Cadastral_Distances
Conference/Event17th Australasian Remote Sensing and Photogrammetry Conference (ARSPC), the 6th Queensland Surveying & Spatial Conference (QSSC) and the LiDAR Technologies 2014 Conference (QCON14): Repositioning for a Sustainable Future
Australasian Remote Sensing Conference and Photogrammetry Conference
Event Details
Australasian Remote Sensing Conference and Photogrammetry Conference
ARSPC
Rank
C
C
C
C
C
C
C
Event Details
17th Australasian Remote Sensing and Photogrammetry Conference (ARSPC), the 6th Queensland Surveying & Spatial Conference (QSSC) and the LiDAR Technologies 2014 Conference (QCON14): Repositioning for a Sustainable Future
Event Date
07 to end of 10 Oct 2014
Event Location
Cairns, Australia
Abstract

This paper reports findings of an empirical study into the accuracy and precision of 'measuring' (more correctly calculating or deriving) lines on a cadastral survey from RTK GNSS observations at each end of the line. Unlike earlier publications on this topic that relied on zero-baselines for data analysis, this research uses a range of physical baselines selected to represent typical conditions that may be encountered on a cadastral survey. The research also privileges observations at each end of the line that are taken in quick succession rather than the more generalizable notion of observations taken at any particular time. Results indicate that, provided appropriate corrections are applied, RTK GNSS can provide accurate distances and the accuracy is not expected to degenerate substantially as a function of the length of the line being measured (derived). Preliminary analysis indicates that if observations are taken in quick succession, the distance above which distances may adequately be derived by RTK, and below which distances ought to be measured with a conventional total station could be shortened, but a cautious approach to this is recommended with great emphasises on the need to build redundancy and independent checks into surveys. Further focussed research will be undertaken to test this hypothesis and results will be published in the near future.

KeywordsRTK; GNSS; cadastral distances
ANZSRC Field of Research 2020401306. Surveying (incl. hydrographic surveying)
401301. Cartography and digital mapping
401302. Geospatial information systems and geospatial data modelling
Public Notes

This publication is copyright. It may be reproduced in whole or in part for the purposes of study, research, or review, but is subject to the inclusion of an acknowledgment of the source.

Byline AffiliationsSchool of Civil Engineering and Surveying
Institution of OriginUniversity of Southern Queensland
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