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柔性智能位移计在高土石坝变形监测中的应用研究

陈治光 周伟 程翔 刘强 魏勇

水力发电学报2026,Vol.45Issue(9):60-71,12.
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水力发电学报2026,Vol.45Issue(9):60-71,12.DOI:10.11660/slfdxb.20260906

柔性智能位移计在高土石坝变形监测中的应用研究

Deformation monitoring of high rockfill dams using flexible intelligent displacement meters

陈治光 1周伟 2程翔 3刘强 4魏勇5

作者信息

  • 1. 武汉大学 水资源工程与调度全国重点实验室,武汉 430072||武汉大学 水利水电学院,武汉 430072
  • 2. 武汉大学 水资源工程与调度全国重点实验室,武汉 430072||武汉大学 水利水电学院,武汉 430072||武汉大学 水工程科学研究院,武汉 430072
  • 3. 武汉大学 水工程科学研究院,武汉 430072||武汉大学 极地环境监测与公共治理教育部重点实验室,武汉 430079
  • 4. 中能建葛洲坝工程科技有限公司,武汉 430024
  • 5. 北京中弘泰科科技有限公司,北京 100024
  • 折叠

摘要

Abstract

Conventional internal settlement monitoring instruments are difficult to meet the requirements of a 300-meter-high rockfill dam in terms of water-pressure resistance,high accuracy,large measurement range,and digital intelligence.To address the technical challenge,this study improves the traditional flexible inclinometer in the measurement principle and performance,and develops a high-accuracy method for measuring distributed internal deformation in high rockfill dams based on a flexible intelligent displacement meter.We first discuss its system configuration and installation scheme,and then derive its measurement principle,incorporating correction methods for the systematic errors induced by its flexible hose bending and stretching and the gauge point sliding.For this novel device,laboratory tests are conducted to verify its water-pressure resistance,angular measurement accuracy,and displacement measurement accuracy.The method achieved a success in its application to the Shuangjiangkou central core rockfill dam in Aba Prefecture,Sichuan,China.The results show the device withstands water pressure up to 4.5 MPa and achieves an angular accuracy higher than 0.005°.Over a 50 m long gauge line,the elevation profiles measured agree well with the electronic level measurements across the full measurement range,both fully consistent in deformation trends.At elevation 2370 m of this dam,two flexible intelligent displacement meters are installed along the cross-river direction,for mutual verification in the overlapping zone.By the measurements,MAE is in the range of 5.74-12.96 mm,RMSE in 6.75-13.76 mm,and MAPE does not exceed 2%,indicating negligible relative deviation between the two meters.Further comparison with three adjacent electromagnetic settlement rings confirms both following consistent deformation trends.This study demonstrates that the deformation measurement method based on the flexible intelligent displacement meter is an effective monitoring of the internal settlement in high rockfill dams,and it represents a distributed deformation monitoring technology with promising application prospect.

关键词

土石坝/沉降/变形/三轴加速度计/误差修正

Key words

rockfill dam/settlement/deformation/triaxial accelerometer/error correction

分类

建筑与水利

引用本文复制引用

陈治光,周伟,程翔,刘强,魏勇..柔性智能位移计在高土石坝变形监测中的应用研究[J].水力发电学报,2026,45(9):60-71,12.

基金项目

雅砻江联合基金项目(U23B20149) (U23B20149)

国家自然科学基金项目(52322907) (52322907)

水力发电学报

1003-1243

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