GNSS World of China

Volume 48 Issue 1
Feb.  2023
Turn off MathJax
Article Contents
CAI Hua, LIU Xingwei, PU Dexiang, WANG Bin. Monitoring and analysis of GNSS landslide geological hazard based on virtual reference station[J]. GNSS World of China, 2023, 48(1): 46-50, 76. doi: 10.12265/j.gnss.2022156
Citation: CAI Hua, LIU Xingwei, PU Dexiang, WANG Bin. Monitoring and analysis of GNSS landslide geological hazard based on virtual reference station[J]. GNSS World of China, 2023, 48(1): 46-50, 76. doi: 10.12265/j.gnss.2022156

Monitoring and analysis of GNSS landslide geological hazard based on virtual reference station

doi: 10.12265/j.gnss.2022156
  • Received Date: 2022-08-31
    Available Online: 2023-02-07
  • The application of Global Navigation Satellite System (GNSS) technology to landslide monitoring has the problems of difficult location selection of reference stations, high construction cost and unstable datum. The method of monitoring landslide geological disasters based on virtual reference station (VRS) is used. The continuous operation reference station (CORS) is used to generate virtual reference station data in the monitoring area to replace the physical reference station for landslide monitoring. Through experiments and analysis, the monitoring accuracy of virtual reference station under different solution strategies is obtained, and the results after gross error elimination are compared with the traditional GNSS monitoring. The results show that the 2 h monitoring accuracy of the virtual reference station can reach 5 mm in plane and 25 mm in elevation. The displacement trend reflected by the virtual reference station is consistent with the traditional GNSS monitoring.

     

  • loading
  • [1]
    许强, 董秀军, 李为乐. 基于天-空-地一体化的重大地质灾害隐患早期识别与监测预警[J]. 武汉大学学报(信息科学版), 2019, 44(7): 957-966.
    [2]
    YIN Y P, CHENG Y L, LIANG J T. et al. Heavy-rainfall-induced catastrophic rockslide-debris flow at Sanxicun, Dujiangyan, after the Wenchuan Ms 8.0 earthquake[J]. Landslides, 2015, 13(1): 9-23. DOI: 10.1007/s10346-015-0554-9
    [3]
    吴树仁, 王涛, 石菊松, 等. 工程滑坡防治关键问题初论[J]. 地质通报, 2013, 32(12): 1871-1880.
    [4]
    慕仁海, 常春涛, 党亚民, 等. GAMIT10.71解算GNSS长基线精度分析[J]. 全球定位系统, 2020, 45(5): 14-19,83.
    [5]
    姜卫平, 刘鸿飞, 刘万科, 等. 西龙池上水库GPS变形监测系统研究及实现[J]. 武汉大学学报(信息科学版), 2012, 37(8): 949-952,1009.
    [6]
    杜源. 高连续性GNSS实时滑坡监测算法与应用研究[D]. 西安: 长安大学, 2021.
    [7]
    王利, 张勤, 赵超英, 等. GPS一机多天线技术在公路边坡灾害监测中的应用研究[J]. 公路交通科技, 2005(S1): 163-166.
    [8]
    杨光, 何秀凤, 侯新华, 等. GPS多天线大坝形变监测系统研究[J]. 测绘通报, 2003(8): 33-35,47. DOI: 10.3969/j.issn.0494-0911.2003.08.012
    [9]
    RODRIGUEZ J, DEANE E, HENDRY M T, et al. Practical evaluation of single-frequency dGNSS for monitoring slow-moving landslides[J]. Landslides, 2021, 18(11): 3671-3684. DOI: 10.1007/s10346-021-01737-y
    [10]
    BENOIT L, BRIOLE P, MARTIN O, et al. Monitoring landslide displacements with the Geocube wireless network of low-cost GPS[J]. Engineering geology, 2015(195): 111-121. DOI: 10.1016/j.enggeo.2015.05.020
    [11]
    HAMZA V, STOPAR B, AMBROZIC T, et al. Testing multi-frequency low-cost GNSS receivers for geodetic monitoring purposes[J]. Sensors, 2020, 20(16): 4375. DOI: 10.3390/s20164375
    [12]
    明园, 莫然, 宋宇, 等. 北斗高精度位移形变实时监测预警综合应用云平台[Z]. 成都新橙北斗智联有限公司, 2020.
    [13]
    白正伟, 张勤, 黄观文, 等. “轻终端+行业云”的实时北斗滑坡监测技术[J]. 测绘学报, 2019, 48(11): 1424-1429.
    [14]
    韩静. BDS/GPS 相对定位算法研究及其在滑坡监测中的应用[D]. 西安: 长安大学, 2017.
    [15]
    王利, 张勤, 黄观文, 等. GPS PPP 技术用于滑坡监测的试验与结果分析[J]. 岩土力学, 2014, 35(7): 2118-2124.
    [16]
    王晨辉, 郭伟, 孟庆佳, 等. 基于虚拟参考站的GNSS滑坡变形监测方法及性能分析[J]. 武汉大学学报(信息科学版), 2022, 47(6): 990-996.
    [17]
    刘邢巍, 蔡华, 蒲德祥, 等. 基于CORS基准站的GNSS滑坡地质灾害监测数据处理策略分析[J]. 全球定位系统, 2022, 47(2): 7-12. DOI: 10.12265/j.gnss.2021101302
    [18]
    赵亮. GNSS变形监测的虚拟基准方法[D]. 成都: 西南交通大学, 2020.
    [19]
    张勤, 白正伟, 黄观文, 等. GNSS滑坡监测预警技术进展[J/OL]. (2022-07-04)[2022-08-16].测绘学报. http://kns.cnki.net/kcms/detail/11.2089.P.20220630.2207.002.html
    [20]
    张鸣之, 湛兵, 赵文祎, 等. 基于虚拟参考站技术的滑坡高精度位移监测系统设计与实践[J]. 中国地质灾害与防治学报, 2020, 31(6): 54-59. DOI: 10.16031/j.cnki.issn.1003-8035.2020.06.07
    [21]
    李成钢. 网络GPS/VRS系统高精度差分改正信息生成与发布研究[D]. 成都: 西南交通大学, 2007.
    [22]
    黄丁发, 李成钢, 吴耀强, 等. GPS/VRS实时网络改正数生成算法研究[J]. 测绘学报, 2007(3): 256-261,339. DOI: 10.3321/j.issn:1001-1595.2007.03.003
    [23]
    GB/T 39772.1-2021, 北斗地基增强系统基准站建设和验收技术规范 第1部分: 建设规范[S].
    [24]
    杨登科, 安向东. 基于GAMIT的GPS基线解类型分析[J]. 测绘地理信息, 2016, 41(5): 25-28. DOI: 10.14188/j.2095-6045.2016.05.006
    [25]
    重庆市地质灾害防治中心 《重庆市地质灾害专业监测技术要求(试行)》[S]. 2015.
  • 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(7)  / Tables(2)

    Article Metrics

    Article views (298) PDF downloads(23) Cited by()
    Proportional views
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return