Title: Identifying the Relationship between GPS Data Quality and Positioning Precision: Case Study on IGS Tracking Stations
Authors: Yeh, Ta-Kang
Chung, Yi-Da
Wu, Chien-Ting
Wang, Chuan-Sheng
Zhang, Kefei
Chen, Chieh-Hung
土木工程學系
Department of Civil Engineering
Keywords: Global positioning;Geodetic surveys;Quality control;Accuracy
Issue Date: 1-Aug-2012
Abstract: The number of global positioning system (GPS) tracking stations is increasing, primarily because the stations are multifunctional. In civil engineering, they can be used for precision positioning; in the earth sciences, they can be used to monitor faults and earthquakes; and in the atmospheric sciences, they can be applied to predict perceptible water vapor. Currently, there are more than 400 GPS stations in Taiwan; however, the data obtained through such stations are not being assessed carefully. Experienced scientists and engineers examine the data in advance to see if they qualify for research purposes, but inexperienced users can adopt poor quality data that eventually lead to inaccurate research results. Of the observation stations with receivers that were renewed between 2006 and 2008 in the International GNSS Service Network, four stations (ZIMM, BOR1, NRC1, and NICO) were selected to be the subjects of this research. Six indexes of data quality were observed to calculate the quality of data obtained before and after receiver renewal. Then, analyses were conducted to understand the relationship between the quality indexes and positioning precision. The results showed that after receiver renewal, the positioning precision of the four stations was improved by 1-19%. Therefore, positioning precision is positively affected by the six data quality indexes. It was also discovered that receiver clock error was the most critical factor among the six indexes. In conclusion, if data quality control can be applied to GPS tracking stations, the data obtained will be more reliable for research purposes, and the accuracy of subsequent engineering and science measurements will be improved. DOI: 10.1061/(ASCE)SU.1943-5428.0000077. (C) 2012 American Society of Civil Engineers.
URI: http://dx.doi.org/10.1061/(ASCE)SU.1943-5428.0000077
http://hdl.handle.net/11536/20935
ISSN: 0733-9453
DOI: 10.1061/(ASCE)SU.1943-5428.0000077
Journal: JOURNAL OF SURVEYING ENGINEERING-ASCE
Volume: 138
Issue: 3
Begin Page: 136
End Page: 142
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