政大機構典藏-National Chengchi University Institutional Repository(NCCUR):Item 140.119/100392
English  |  正體中文  |  简体中文  |  Post-Print筆數 : 27 |  全文筆數/總筆數 : 113656/144643 (79%)
造訪人次 : 51731893      線上人數 : 600
RC Version 6.0 © Powered By DSPACE, MIT. Enhanced by NTU Library IR team.
搜尋範圍 查詢小技巧:
  • 您可在西文檢索詞彙前後加上"雙引號",以獲取較精準的檢索結果
  • 若欲以作者姓名搜尋,建議至進階搜尋限定作者欄位,可獲得較完整資料
  • 進階搜尋
    請使用永久網址來引用或連結此文件: https://nccur.lib.nccu.edu.tw/handle/140.119/100392


    題名: 虛擬基準站即時動態定位辦理土地複丈精度之研究
    其他題名: The Accuracy of Land Revision Survey with Virtual Base Stations RTK
    作者: 何維信;詹君正
    Ho, Wei-Hsin;Chan, Chun-Chen
    關鍵詞: e-GPS衛星定位基準站;即時性動態定位;虛擬基準站
    e-GPS;Real-Time Kinematic (RTK);Virtual Base Station (VBS)
    日期: 2010-11
    上傳時間: 2016-08-18 11:49:54 (UTC+8)
    摘要: 內政部國土測繪中心為擴大RTK有效作業範圍,同時降低主站布設密度,透過網際網路高速、寬頻之數據傳輸技術,建置完成全國性電子化衛星定位測量基準網(e-GPS),就其連續定位觀測資料,建構區域性定位誤差內插模式,並配合虛擬基準站(Virtual Base Station,VBS)即時動態定位技術(Real-Time Kinematic,RTK)(簡稱VBS-RTK),獲得高精度的定位成果,提供多目標定位服務及加值應用。本文利用e-GPS衛星定位基準站即時動態定位系統北區服務網為基準網,探討以VBS-RTK定位技術應用於圖根測量及直接辦理土地複丈之可行性。首先檢核實驗區內控制點與圖根點成果發現,縱坐標(N)較差絕對值之平均值為1.9公分,橫坐標(E)較差平均值為2.0公分。經分析,本實驗區之VBS-RTK測量成果與原坐標成果間有系統誤差存在,透過六參數轉換後,其坐標較差值均符合圖根點測量規範。其次,以VBS-RTK直接辦理土地複丈,其界址點坐標成果較差亦均符合界址點位置檢查與原坐標值之較差不得超過6公分之規定。
    For extending the effective range and decreasing the density of base stations, National Land surveying and Mapping Center, Ministry of Interior in Taiwan had built up an e-GPS base stations network in 2006. In order to obtain high precision results of positioning and provide multi-goals service, this system is also involved regional position error interpolation and Virtual Base Station (VBS) technique. The discussions of supplementary control survey and land revision survey with VBSRTK technique will be conducted in this issue. Firstly, the all 4th and higher order control points and the traverse points located at the research area were examined with VBS-RTK technique. The results were compared with the original data. The compared results have shown that the average differences of absolute value are 1.9cm in N-axis and 2.0cm in E-axis respectively. After either 4 or 6 parameters transformation, the results have shown that errors of all control points and traverse points are obeyed the stipulation of rules. Secondly, the land revision survey was implemented with VBS-RTK technique. The errors of all boundary points were less than 6cm and also obeyed the stipulation of rules.
    關聯: 臺灣土地研究, 13(2), 79-100
    Journal of Taiwan land research
    資料類型: article
    顯示於類別:[臺灣土地研究 TSSCI] 期刊論文

    文件中的檔案:

    檔案 大小格式瀏覽次數
    13(2)-79-100.pdf1522KbAdobe PDF2544檢視/開啟


    在政大典藏中所有的資料項目都受到原著作權保護.


    社群 sharing

    著作權政策宣告 Copyright Announcement
    1.本網站之數位內容為國立政治大學所收錄之機構典藏,無償提供學術研究與公眾教育等公益性使用,惟仍請適度,合理使用本網站之內容,以尊重著作權人之權益。商業上之利用,則請先取得著作權人之授權。
    The digital content of this website is part of National Chengchi University Institutional Repository. It provides free access to academic research and public education for non-commercial use. Please utilize it in a proper and reasonable manner and respect the rights of copyright owners. For commercial use, please obtain authorization from the copyright owner in advance.

    2.本網站之製作,已盡力防止侵害著作權人之權益,如仍發現本網站之數位內容有侵害著作權人權益情事者,請權利人通知本網站維護人員(nccur@nccu.edu.tw),維護人員將立即採取移除該數位著作等補救措施。
    NCCU Institutional Repository is made to protect the interests of copyright owners. If you believe that any material on the website infringes copyright, please contact our staff(nccur@nccu.edu.tw). We will remove the work from the repository and investigate your claim.
    DSpace Software Copyright © 2002-2004  MIT &  Hewlett-Packard  /   Enhanced by   NTU Library IR team Copyright ©   - 回饋