隔河岩大坝外观变形数据的处理和分析

李征航, 吴云孙, 李振洪, 李英冰

李征航, 吴云孙, 李振洪, 李英冰. 隔河岩大坝外观变形数据的处理和分析[J]. 武汉大学学报 ( 信息科学版), 2000, 25(6): 482-484.
引用本文: 李征航, 吴云孙, 李振洪, 李英冰. 隔河岩大坝外观变形数据的处理和分析[J]. 武汉大学学报 ( 信息科学版), 2000, 25(6): 482-484.
LI Zhenghang, WU Yunsun, LI Zhenhong, LI Yingbing. Data Processing and Analysis of GPS Automatic Monitoring System of Outside Deformation for Geheyan Dam[J]. Geomatics and Information Science of Wuhan University, 2000, 25(6): 482-484.
Citation: LI Zhenghang, WU Yunsun, LI Zhenhong, LI Yingbing. Data Processing and Analysis of GPS Automatic Monitoring System of Outside Deformation for Geheyan Dam[J]. Geomatics and Information Science of Wuhan University, 2000, 25(6): 482-484.

隔河岩大坝外观变形数据的处理和分析

详细信息
    作者简介:

    李征航,男,57岁,教授,博士生导师。现从事卫星大地测量的教学和科研工作。代表成果:用同步摄影法测定多普勒、激光动力测地网的经度零点差;跟踪学科发展前沿,改造和建设大地测量专业;利用GPS定位技术进行高精度的自动化的大坝变形监测系统及广域差分GPS中电离层延迟模型的建立等。

  • 中图分类号: P228.42

Data Processing and Analysis of GPS Automatic Monitoring System of Outside Deformation for Geheyan Dam

  • 摘要: 提出综合采用滤波、整体平差的数据处理方法,使大坝形变监测精度得到了很大的改善。通过具体算例表明,该方法能大幅度提高大坝形变监测精度,从而验证了该方法的正确性与可行性。
    Abstract: The precision of GPS monitoring deformation for Gehey an Dam is much lower than that of others under the ordinary conditions.Therefore, how to process the data of Geheyan Dam is not only a difficult task, but also a real challenge for us. By analyzing the result s of another reference station,GPS2,we found that there are some differences among the ones of each session, thus it can be seen that there are some errors in the procedure of data processing.It is difficult to deal with these errors.On second thought s, we compute the relative coefficients of GPS2 for each deformation monitoring station, and get a fact that there are strong relativities among GPS2 and monitoring stations.Therefore, we can use the data of GPS2 to lower or eliminate the errors of the deformation monitoring stations. Based the above,we put forward the method as follows:First,make the best use of a mass of raw data owing to around-the-clock observation and use Filtering Method to get rid of gross errors and noises of the deformation monitoring stations.Second, use Integral Adjustment Method to get the result s.It is the critical approach to get a good result.We adopt different weight values for different types of stations, the deformation monitoring stations are endowed with small weight values;GPS2 is endowed with relative to much bigger value;and GPS1 is endued with infinite, i.e. GPS1 is fixed.We cite an example in this paper which proves that the above method is right and feasible.
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出版历程
  • 收稿日期:  2000-06-01
  • 发布日期:  2000-06-04

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