GNSS World of China

Volume 47 Issue 1
Mar.  2022
Turn off MathJax
Article Contents
DAI Wei. Research on antenna height correction for LGO to calculate the SOUTH static data[J]. GNSS World of China, 2022, 47(1): 111-114. doi: 10.12265/j.gnss.2021072601
Citation: DAI Wei. Research on antenna height correction for LGO to calculate the SOUTH static data[J]. GNSS World of China, 2022, 47(1): 111-114. doi: 10.12265/j.gnss.2021072601

Research on antenna height correction for LGO to calculate the SOUTH static data

doi: 10.12265/j.gnss.2021072601
  • Received Date: 2021-07-26
    Available Online: 2022-02-25
  • The construction of smart cities requires accurate coordinates of the city's basic points, which are often statically solved by joint measurement with the local continuous operation reference station system (CORS). The LGO software of Leica is usually used for static calculation, and the LGO software cannot identify the antenna type of the the South Group’s GNSS receiver. When using LGO to calculate the southern static observation data, the antenna will be undefined, which will cause the antenna height error, affect the accuracy of baseline calculation and network adjustment, and result in elevation error. The reason for the antenna undefined problem is analyzed, and the influence of antenna height error on the GNSS static positioning accuracy is derived from the model. On this basis, suggestions and ideas for correctly obtaining the antenna height are put forward, which provides a reference for solving similar problems.

     

  • loading
  • [1]
    陈学彬, 范谊生, 魏敏. JSCORS在输电线路勘测控制测量中的应用[J]. 全球定位系统, 2016, 41(1): 81-82, 90.
    [2]
    胡雪松, 安艳辉, 王勇. CORS在江苏省应急测绘中的应用研究[J]. 现代测绘, 2017, 40(4): 42-45. DOI: 10.3969/j.issn.1672-4097.2017.04.012
    [3]
    楚亮, 宋韦剑, 王亚军, 等. 徐州市连续运行参考站稳定性分析[J]. 测绘科学, 2015, 40(11): 54-56, 62.
    [4]
    王涛, 蔡东健, 周旺辉, 等. 北斗地基增强系统框架下流动站定位精度分析[J]. 全球定位系统, 2019, 44(1): 89-93.
    [5]
    刘浩. 测地型GNSS接收机的新技术与新进展[C]//第九届中国卫星导航学术年会, 2018.
    [6]
    谭家兵. 天线高对GPS定位影响的研究[D]. 重庆: 西南农业大学, 2005.
    [7]
    徐小左. 徕卡LGO解算天宝GPS数据的天线定义[J]. 铁道勘察, 2015(2): 20-23. DOI: 10.3969/j.issn.1672-7479.2015.02.007
    [8]
    徐绍铨, 高伟, 耿涛, 等. GPS天线相位中心垂直方向偏差的研究[J]. 铁道勘察, 2004(3): 6-8. DOI: 10.3969/j.issn.1672-7479.2004.03.002
    [9]
    魏来. GNSS测量中天线相位中心偏差的影响及处理方法[J]. 测绘与空间地理信息, 2015, 38(2): 207-208. DOI: 10.3969/j.issn.1672-5867.2015.02.064
    [10]
    王清华. TBC“未知天线类型”问题的解决方案[J]. 北京测绘, 2020, 34(2): 167-171.
    [11]
    郭际明, 史俊波, 汪伟. 天线相位中心偏移和变化对高精度GPS数据处理的影响[J]. 武汉大学学报(信息科学版), 2007, 32(12): 1143-1146.
  • 加载中

Catalog

    通讯作者: 陈斌, bchen63@163.com
    • 1. 

      沈阳化工大学材料科学与工程学院 沈阳 110142

    1. 本站搜索
    2. 百度学术搜索
    3. 万方数据库搜索
    4. CNKI搜索

    Figures(4)  / Tables(3)

    Article Metrics

    Article views (479) PDF downloads(35) Cited by()
    Proportional views
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return