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dc.contributor.authorYeh, Ta-Kangen_US
dc.contributor.authorChung, Yi-Daen_US
dc.contributor.authorWu, Chien-Tingen_US
dc.contributor.authorWang, Chuan-Shengen_US
dc.contributor.authorZhang, Kefeien_US
dc.contributor.authorChen, Chieh-Hungen_US
dc.date.accessioned2014-12-08T15:29:02Z-
dc.date.available2014-12-08T15:29:02Z-
dc.date.issued2012-08-01en_US
dc.identifier.issn0733-9453en_US
dc.identifier.urihttp://dx.doi.org/10.1061/(ASCE)SU.1943-5428.0000077en_US
dc.identifier.urihttp://hdl.handle.net/11536/20935-
dc.description.abstractThe 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.en_US
dc.language.isoen_USen_US
dc.subjectGlobal positioningen_US
dc.subjectGeodetic surveysen_US
dc.subjectQuality controlen_US
dc.subjectAccuracyen_US
dc.titleIdentifying the Relationship between GPS Data Quality and Positioning Precision: Case Study on IGS Tracking Stationsen_US
dc.typeArticleen_US
dc.identifier.doi10.1061/(ASCE)SU.1943-5428.0000077en_US
dc.identifier.journalJOURNAL OF SURVEYING ENGINEERING-ASCEen_US
dc.citation.volume138en_US
dc.citation.issue3en_US
dc.citation.spage136en_US
dc.citation.epage142en_US
dc.contributor.department土木工程學系zh_TW
dc.contributor.departmentDepartment of Civil Engineeringen_US
dc.identifier.wosnumberWOS:000313421100005-
dc.citation.woscount2-
Appears in Collections:Articles