YaBeSH Engineering and Technology Library

    • Journals
    • PaperQuest
    • YSE Standards
    • YaBeSH
    • Login
    View Item 
    •   YE&T Library
    • ASCE
    • Journal of Surveying Engineering
    • View Item
    •   YE&T Library
    • ASCE
    • Journal of Surveying Engineering
    • View Item
    • All Fields
    • Source Title
    • Year
    • Publisher
    • Title
    • Subject
    • Author
    • DOI
    • ISBN
    Advanced Search
    JavaScript is disabled for your browser. Some features of this site may not work without it.

    Archive

    Taiwan Online Precise Point Positioning Service: Methodology and Test Results

    Source: Journal of Surveying Engineering:;2024:;Volume ( 150 ):;issue: 003::page 04024007-1
    Author:
    Ming Yang
    ,
    Huai-Chien Hsu
    ,
    Feng-Yu Chu
    DOI: 10.1061/JSUED2.SUENG-1487
    Publisher: American Society of Civil Engineers
    Abstract: Online precise point positioning (PPP) computation services can bring substantial benefits to surveying engineering and its applications. This study introduces Taiwan’s first online PPP service, named Taiwan Online Precise Point Positioning Service (TOPS). TOPS uses a between-satellite single-differenced (BSSD) PPP model to process dual-frequency Global Positioning System (GPS) and Globalnaya Navigatsionnaya Sputnikovaya Sistema (GLONASS) measurements. Moreover, this study proposes a method of geodetic datum transformation from the International Terrestrial Reference Frame (ITRF) to Taiwan Geodetic Datum 1997 at epoch 2010.0 (denoted as TWD97[2010]), which is one of Taiwan’s official coordinate systems. The positioning performance of TOPS was tested. Results demonstrated that in terms of daily solutions, TOPS can provide accuracy comparable with that of other online services such as the Canadian Spatial Reference System Precise Point Positioning (CSRS-PPP). The positioning results were transformed from ITRF to TWD97[2010] and compared with predetermined fiducial coordinates, and the results indicated that although the largest discrepancy in the horizontal direction was about 5 cm, the overall accuracy of the transformation can satisfy the requirement of horizontal control surveys in Taiwan.
    • Download: (2.345Mb)
    • Show Full MetaData Hide Full MetaData
    • Get RIS
    • Item Order
    • Go To Publisher
    • Price: 5000 Rial
    • Statistics

      Taiwan Online Precise Point Positioning Service: Methodology and Test Results

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/4298265
    Collections
    • Journal of Surveying Engineering

    Show full item record

    contributor authorMing Yang
    contributor authorHuai-Chien Hsu
    contributor authorFeng-Yu Chu
    date accessioned2024-12-24T10:05:00Z
    date available2024-12-24T10:05:00Z
    date copyright8/1/2024 12:00:00 AM
    date issued2024
    identifier otherJSUED2.SUENG-1487.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4298265
    description abstractOnline precise point positioning (PPP) computation services can bring substantial benefits to surveying engineering and its applications. This study introduces Taiwan’s first online PPP service, named Taiwan Online Precise Point Positioning Service (TOPS). TOPS uses a between-satellite single-differenced (BSSD) PPP model to process dual-frequency Global Positioning System (GPS) and Globalnaya Navigatsionnaya Sputnikovaya Sistema (GLONASS) measurements. Moreover, this study proposes a method of geodetic datum transformation from the International Terrestrial Reference Frame (ITRF) to Taiwan Geodetic Datum 1997 at epoch 2010.0 (denoted as TWD97[2010]), which is one of Taiwan’s official coordinate systems. The positioning performance of TOPS was tested. Results demonstrated that in terms of daily solutions, TOPS can provide accuracy comparable with that of other online services such as the Canadian Spatial Reference System Precise Point Positioning (CSRS-PPP). The positioning results were transformed from ITRF to TWD97[2010] and compared with predetermined fiducial coordinates, and the results indicated that although the largest discrepancy in the horizontal direction was about 5 cm, the overall accuracy of the transformation can satisfy the requirement of horizontal control surveys in Taiwan.
    publisherAmerican Society of Civil Engineers
    titleTaiwan Online Precise Point Positioning Service: Methodology and Test Results
    typeJournal Article
    journal volume150
    journal issue3
    journal titleJournal of Surveying Engineering
    identifier doi10.1061/JSUED2.SUENG-1487
    journal fristpage04024007-1
    journal lastpage04024007-10
    page10
    treeJournal of Surveying Engineering:;2024:;Volume ( 150 ):;issue: 003
    contenttypeFulltext
    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian
     
    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian