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殷煜, 李清泉, 余建伟, 张德津, 程翔, 陈智鹏. 基于管道测量机器人的高堆石坝内部沉降测量方法[J]. 岩土工程学报, 2022, 44(10): 1951-1958. DOI: 10.11779/CJGE202210022
引用本文: 殷煜, 李清泉, 余建伟, 张德津, 程翔, 陈智鹏. 基于管道测量机器人的高堆石坝内部沉降测量方法[J]. 岩土工程学报, 2022, 44(10): 1951-1958. DOI: 10.11779/CJGE202210022
YIN Yu, LI Qing-quan, YU Jian-wei, ZHANG De-jin, CHENG Xiang, CHEN Zhi-peng. Measuring method for internal settlement of high rockfill dams based on pipeline measuring robot[J]. Chinese Journal of Geotechnical Engineering, 2022, 44(10): 1951-1958. DOI: 10.11779/CJGE202210022
Citation: YIN Yu, LI Qing-quan, YU Jian-wei, ZHANG De-jin, CHENG Xiang, CHEN Zhi-peng. Measuring method for internal settlement of high rockfill dams based on pipeline measuring robot[J]. Chinese Journal of Geotechnical Engineering, 2022, 44(10): 1951-1958. DOI: 10.11779/CJGE202210022

基于管道测量机器人的高堆石坝内部沉降测量方法

Measuring method for internal settlement of high rockfill dams based on pipeline measuring robot

  • 摘要: 针对传统堆石坝内部沉降监测方法难以适应高堆石坝内部沉降监测的技术要求以及现有监测方法研究中存在的不足,提出了一种基于管道测量机器人的高堆石坝内部沉降测量方法。首先介绍了基于管道测量机器人的高堆石坝内部沉降测量原理以及监测系统组成和部署方法,然后通过模型试验验证了管道机器人高程测量精度,最后成功应用于两河口大坝。高程检核结果表明,管道测量机器人的高程测量精度达到了0.32 mm。选取了一段起止时间与水管式沉降仪一致的监测管道沉降监测数据与之进行对比,其中起止时间的管道高程测量重复精度分别达到了15×10-6和10×10-6,对比结果表明,两套监测系统的监测结果沉降趋势基本一致,具有强相关性。工程应用情况表明,基于管道测量机器人的高堆石坝内部沉降测量方法可有效监测堆石坝内部沉降,是一种具有良好应用前景的新型变形监测技术。

     

    Abstract: Aiming at the difficulty of the traditional monitoring methods for internal settlement of rock-fill dams to meet the technical requirements for monitoring the internal settlement of high rock-fill dams and the deficiencies in the existing monitoring methods, a method is proposed for measuring the internal settlement of high rock-fill dams based on the pipeline measuring robot. Firstly, the principle for measuring the internal settlement of the high rockfill dams based on the pipeline measuring robot and the composition and deployment method of the monitoring system are introduced. Then, the accuracy of the elevation measurement of the pipeline robot is verified through the model tests, and finally, it is successfully applied to Lianghekou Dam. The elevation check results show that the accuracy of the elevation measurement using the pipeline measuring robot has reached 0.32 mm. A period of pipeline settlement monitoring data with the same starting and ending time as the hydraulic overflow settlement gauge is selected for comparison. Among them, the repeated accuracy of pipeline elevation measurement of the starting and ending time reaches 15 ppm and 10 ppm, respectively. The comparison shows that the monitoring results of the two monitoring systems are in agreement, and they are strongly correlated. Engineering applications show that the measureing method for the internal settlement of high rockfill dams based on the pipeline measuring robot can be effectively used to monitor the internal settlement of rockfill dams, and it is a new type of deformation monitoring technology with good application prospects.

     

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