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http://dx.doi.org/10.7319/kogsis.2014.22.4.039

A Study on Accuracy Evaluation and Accuracy Improvement in Cadastral Re-survey Surveying Method  

Lee, Suk Bae (Department of Civil Engineering, Gyeongnam National University of Science and Technology)
Auh, Su Chang (Department of Civil Engineering, Gyeongnam National University of Science and Technology)
Suh, Yong Woon (Department of plant construction, Pohang University)
Publication Information
Journal of Korean Society for Geospatial Information Science / v.22, no.4, 2014 , pp. 39-46 More about this Journal
Abstract
Network RTK GNSS positioning technique which has been developed to overcome the limitation of Single reference station RTK is used widely in the field of general surveying, cadastre surveying and engineering surveying due to the high accuracy and efficiency. It is specified Network RTK, Single reference station RTK and Static of GNSS as a surveying method in the regulation of Cadastre Re-survey Surveying. In this study, Network RTK and Static GNSS surveying were accomplished at cadastral re-survey field in Hadong, Gyeongnam and the surveying results were compared. Also, to analyze the performance of site calibration in Network RTK surveying, two types of Network RTK surveying with and without site calibration were accomplished and the results was compared. The research result shows that average positioning error between Network RTK(VRS) without site calibration and Static surveying result is 2.44cm and 1.53cm respectively and average positioning error between Network RTK(VRS) with site calibration and Static surveying result is 0.19cm and 0.82cm respectively at two zone. So, it was proved the effect of calibration in network RTK(VRS) surveying.
Keywords
Network RTK; GNSS; Site Calibration; Unified Control Point; Cadastral Re-survey Surveying;
Citations & Related Records
Times Cited By KSCI : 3  (Citation Analysis)
연도 인용수 순위
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