ISSN 1671-1092 CN 33-1260/TK

大坝与安全 ›› 2025 ›› Issue (5): 71-.

• 监测技术 • 上一篇    下一篇

平面变形监测控制网运用情况分析及思考

赵  程1,2 ,王玉洁1,2 ,周建波1
  

  1. 1.国家能源局大坝安全监察中心,浙江 杭州,311122;2.中国电建集团华东勘测设计研究院有限公司,浙江 杭州,311122
  • 收稿日期:2023-03-31 出版日期:2025-10-30 发布日期:2026-01-31
  • 作者简介:赵 程(1991—),男,湖北宜昌人,硕士,高级工程师,主要从事大坝安全管理工作。

Analysis and reflection on the application of plane deformation monitoring control network

ZHAO Cheng, WANG Yujie and ZHOU Jianbo
  

  1. Large Dam Safety Supervision Center, National Energy Administration
  • Received:2023-03-31 Online:2025-10-30 Published:2026-01-31

摘要:

变形基准校测的方式及运用情况事关大坝表面变形监测结果的可靠性。在分析第五轮定检以来进行过安全监测系统评价的两百余座水电站大坝平面变形基点校测技术运用情况的基础上,梳理边角网运行过程中存在的主要问题,介绍目前GNSS网应用情况,结合北斗及GNSS监测技术的发展,提出后期基点校测发展优先考虑采用自动化手段,除倒垂线外,还可研究采用GNSS网连续监测及GNSS和大地测量联合技术。

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Abstract:

The method and operation of deformation benchmark calibration are related to the reliability of monitoring results of dam surface deformation. Based on analysis of the application of calibration technology for horizontal deformation base point to more than 200 hydropower dams, this paper summarizes the main problems existing in the operation of the triangulateration network and introduces the current application of GNSS network. Moreover, combined with the development of Beidou and GNSS monitoring technology, it is suggested to prioritize the use of automated means for the development of benchmark calibration in the future. In addition to the inverted vertical lines, continuous monitoring using GNSS net and combination of GNSS and geodesy technology can also be studied.

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