GNSS World of China

Volume 46 Issue 3
Jun.  2021
Turn off MathJax
Article Contents
SONG Yiqiao, LIN Chunfeng, ZHAO Bing, GUO Gang, GAO Ke. Application research of GPS PPP in railway scene based on uncalibrated phase delay paramteters[J]. GNSS World of China, 2021, 46(3): 47-53. doi: 10.12265/j.gnss.2021121002
Citation: SONG Yiqiao, LIN Chunfeng, ZHAO Bing, GUO Gang, GAO Ke. Application research of GPS PPP in railway scene based on uncalibrated phase delay paramteters[J]. GNSS World of China, 2021, 46(3): 47-53. doi: 10.12265/j.gnss.2021121002

Application research of GPS PPP in railway scene based on uncalibrated phase delay paramteters

doi: 10.12265/j.gnss.2021121002
  • Received Date: 2021-12-10
    Available Online: 2021-06-30
  • Publish Date: 2021-06-30
  • The Global Navigation Satellite System (GNSS) reference stations along the railway in complex and dangerous areas are relatively sparse. How to obtain the high precision position information for the stations under this scenario is an important problem. Taking the single GPS system for instance, the satellite tracking number and the position dilution of precision (PDOP) are evaluation, the reliability and usability of the observation are carried out and the research of enhanced precise point positioning (PPP) technology is implemented by using 7 GNSS stations (14 observation periods) along the railway. The results show that: 1) the average numbers of tracking satellites is about 5.14 to 9.07 and the average PDOP is about 2.19 to 5.72 in all time periods, which has high localization availability; 2) Enhanced PPP can further improve the accuracy of PPP in railway environment. When the observation time is about 90 min, the positioning solution can be better than 10 cm and 15 cm in horizontal and vertical direction, respectively. Compared with float solution, the positioning accuracy in 3D direction can be improved by about 35.43%. This study can provide high-precision position information in the survey and construction stage for complex railway scene.

     

  • loading
  • [1]
    骆少华, 刘扬. GPS在高速铁路精密测量中的应用[J]. 测绘通报, 2020(S1): 104-106.
    [2]
    谭俊. 铁路场景下卫星定位可用性评估及预测方法研究[D]. 北京: 北京交通大学, 2019.
    [3]
    国务院. 国务院印发《“十三五”现代综合交通运输体系发展规划》[J]. 中国经济周刊, 2017(9): 8.
    [4]
    武瑞宏, 许双安, 何金学. 铁路BDS/GNSS高精度位置服务平台建设方案研究[J]. 测绘标准化, 2020, 36(3): 27-31.
    [5]
    张云龙. 严寒地区铁路运营期路基BDS远程变形监测[J/OL]. (2020-09-09)[2020-11-13]铁道勘察, 2020, 46(6): 7-11. https://doi.org/10.19630/j.cnki.tdkc.202008130004.
    [6]
    曾勇, 彭柳华. GPS-RTK技术在山区公路测量中的应用探讨[J]. 运输经理世界, 2020(3): 85-87. DOI: 10.3969/j.issn.1673-3681.2020.03.028
    [7]
    孔祥丰, 施昆. 低纬度、短基线大落差、高原山区网络RTK技术的实现与应用[J]. 地矿测绘, 2015, 31(2): 12-14. DOI: 10.3969/j.issn.1007-9394.2015.02.004
    [8]
    张添兵. 网络RTK技术在山区工程测量中的应用[J]. 城市勘测, 2012(3): 87-90. DOI: 10.3969/j.issn.1672-8262.2012.03.025
    [9]
    祝会忠, 杨添宇, 赵洪涛, 等. GNSS多系统精密单点定位方法与性能分析[J]. 测绘科学, 2020, 45(12): 1-7, 21.
    [10]
    苏珂, 金双根. BDS/Galileo四频精密单点定位模型性能分析与比较[J]. 测绘学报, 2020, 49(9): 1189-1201. DOI: 10.11947/j.AGCS.2020.20200236
    [11]
    党亚民, 许长辉, 王虎, 等. 国家北斗动态基准服务产品精度分析[J]. 测绘科学, 2019, 44(6): 23-28.
    [12]
    LI P, ZHANG X H, REN X D, et al. Generating GPS satellite fractional cycle bias for ambiguity-fixed[J]. GPS solut, 2015, 20(4): 771-782. DOI: 10.1007/s10291-015-0483-z
    [13]
    GUO F, ZHANG X H, WANG J L, et al. Modeling and assessment of triple-frequency BDS precise point positioning[J]. Journal of geodesy, 2016, 90(11): 1223-1235. DOI: 10.1007/s00190-016-0920-y
    [14]
    李星星. GNSS精密单点定位及非差模糊度快速确定方法研究[D]. 武汉: 武汉大学, 2013.
    [15]
    HU J H, ZHANG X H, LI P, et al. Multi-GNSS fractional cycle bias products generation for GNSS ambiguity-fixed PPP at Wuhan University[J]. GPS solut, 2019, 24(1): 15. DOI: 10.1007/s10291-019-0929-9
  • 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(4)

    Article Metrics

    Article views (477) PDF downloads(16) Cited by()
    Proportional views
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return