Application and simulation research of MEMS inertial sensor in reservoir bank slope deformation monitoring#br#
LI Cheng1,2,SONG Shengwu3,SUN Jinzhong4
(1. Key Laboratory of Roads and Railway Engineering Safety Control,Ministry of Education(Shijiazhuang Tiedao University),Shijiazhuang,Hebei 050043,China;2. School of Civil Engineering,Shijiazhuang Tiedao University,Shijiazhuang,Hebei 050043,China;3. PowerChina Chengdu Engineering Corporation Limited,Chengdu,Sichuan 610072,China;4. School of Engineering and Technology,China University of Geosciences(Beijing),Beijing 100083,China)
Abstract:In order to provide a more comprehensive and effective new method for real-time monitoring of slope deformation,a set of technical methods for real-time monitoring of reservoir bank slope deformation using Micro Electro-Mechanical System(MEMS) inertial sensors is proposed. On the basis of the traditional displacement measurement,the rotation angle measurement is added in the proposed methods,which can more comprehensively observe the three-dimensional motion state of the slope deformation. To observe the slow static deformation of slope body at the initial stage of bank slope deformation,a three-dimensional electronic compass composed of a micro-accelerometer and a micro-magnetometer is used to measure the gravitational acceleration and magnetic field strength of the observation point in the three-dimensional direction of the installation position of the sensor. Using the principle of inertial measurement,the measured axial gravitational acceleration components and magnetic field strength components are converted into the horizontal and vertical rotation angles of the observation point. Furthermore,referring to the global navigation satellite system(GNSS) measurement data,the rotation angle and translational displacement of the observation point can be obtained at the same time. To observe the dynamic deformation of the slope body from the accelerated deformation of the bank slope to the failure stage,the linear acceleration and angular velocity of the observation point are measured by the inertial measurement unit composed of micro-accelerometer and micro-gyroscope. According to the principle of inertial navigation,the measured linear acceleration and angular velocity are converted into the motion velocity and displacement of the observation point. So that,the rapid early warning of the bank slope landslides is achieved. In this paper,an application example of the static deformation monitoring of the reservoir bank slope in the initial stage of deformation is given. Furthermore,the inertial sensor measurement of the dynamic deformation of the bank slope from the acceleration deformation to the failure stage is simulated and analyzed. The example monitoring and simulation results show that it is feasible to use the inertial sensor measurement technology to monitor the static and dynamic deformation of the reservoir landslide in real time,which is helpful to fully understand the real-time state of the slope deformation.
李 程1,2,宋胜武3,孙进忠4. MEMS惯性传感器在水库岸坡变形监测中的应用及仿真研究[J]. 岩石力学与工程学报, 2023, 42(5): 1248-1258.
LI Cheng1,2,SONG Shengwu3,SUN Jinzhong4. Application and simulation research of MEMS inertial sensor in reservoir bank slope deformation monitoring#br#. , 2023, 42(5): 1248-1258.
[1] LANE K S. Stability of reservoir slopes[C]// Proceedings of Symposium on Rock Mechanics. Minneapolis,Minnesota:[s. n.],1966.
[2] SEMENZA E,GHIROTTI M. History of the 1963 Vaiont slide:the importance of geological factors[J]. Bulletin of Engineering Geology and the Environment,2000,59(2):87–97.
[3] 殷跃平. 中国典型滑坡[M]. 北京:中国大地出版社,2007:120–140.(YIN Yueping. Typical landslides in China[M]. Beijing:China Dadi Press,2007:120–140.(in Chinese))
[4] 廖秋林,李 晓,李守定,等. 三峡库区千将坪滑坡的发生、地质地貌特征、成因及滑坡判据研究[J]. 岩石力学与工程学报,2005,24(17):3 146–3 153.(LIAO Qiulin,LI Xiao,LI Shouding,et al. Occurrence,geology and geomorphy characteristics and origin of Qianjiangping landslide in Three Gorges Reservoir area and study on ancient landslide criterion[J]. Chinese Journal of Rock Mechanics and Engineering,2005,24(17):3 146–3 153.(in Chinese))
[5] ABDOUN T,BENNETT V,DOBRY R,et al. Full-scale laboratory tests using a shape-acceleration array system[J]. Proceedings of Geotechnical Earthquake Engineering and Soil Dynamics IV Congress. California,USA:[s. n.],2008:1–9.
[6] BENNETT V. Development of a MEMS-based in-place inclinometer-accelerometer array for monitoring and evaluation of geotechnical systems[Ph. D. Thesis][D]. Troy,NY:Rensselaer Polytechnic Institute,2010.
[7] BENNETT V,ABDOUN T,BARENDSE M. Evaluation of soft clay field consolidation using MEMS-based in-place inclinometer-accelerometer array[J]. Geotechnical Testing Journal,2015,38(3):290–302.
[8] 陈 贺,李亚军,房 锐,等. 滑坡深部位移监测新技术及预警预报研究[J]. 岩石力学与工程学报,2015,34(增2):459–466.(CHEN He,LI Yajun,FANG Rui,et al. A novel technique for monitoring deep displacement and early-warning of landslide[J]. Chinese Journal of Rock Mechanics and Engineering,2015,34(Supp.2):459–466.(in Chinese))
[9] ZHU C,JIA Y,WANG Z,et al. Dynamics of bottom boundary layers in the yellow river subaqueous delta based on long-term in-situ observations[J]. Acta Geologica Sinica,2017,91(1):369–370.
[10] 张永权. 基于惯性测量的滑坡位移监测研究[博士学位论文][D]. 武汉:中国地质大学(武汉),2016.(ZHANG Yongquan. Systematic research of landslide displacement monitoring based on inertial measurement[Ph. D. Thesis][D]. Wuhan:China University of Geosciences(Wuhan),2016.(in Chinese))
[11] 徐春莺. 基于MEMS9轴传感阵列的水下地形沉降监测机制与监测系统研究[博士学位论文][D]. 杭州:浙江大学,2019.(XU Chunying. Research on underwater terrain subsidence monitoring mechanism and monitoring system based on MEMS nine-axis sensor array[Ph. D. Thesis][D]. Hanzhou:Zhejiang University,2019.(in Chinese))
[12] 陈声震. MEMS惯性测量技术研究与工程应用[硕士学位论文][D]. 宜昌:三峡大学,2021.(CHEN Shengzhen. Research and engineering application of MEMS inertial measurement technology[M. S. Thesis][D]. Yichang:China Three Gorges University,2021.(in Chinese))
[13] LI C,FERNANDEZ-STEEGER T M,BITSCH J L,et al. Use of MEMS accelerometers/inclinometers as a geotechnical monitoring method for ground subsidence[J]. Acta Geodynamica et Geomateriali,2014,11(4):337–348.
[14] LI C,AZZAM R,FERNANDEZ-STEEGER T M. Kalman filters in geotechnical monitoring of ground subsidence using data from MEMS sensors[J]. Sensors,2016,16(7):1 109.
[15] 李 程,宋胜武,陈卫东,等. 基于三维电子罗盘的边坡变形监测技术研究——以溪洛渡水电站库区岸坡为例[J]. 岩石力学与工程学报,2019,38(1):101–110.(LI Cheng,SONG Shengwu,CHEN Weidong,et al. A monitoring method of slope deformation using three-dimensional electronic compass:an example of Xiluodu reservoir bank[J]. Chinese Journal of Rock Mechanics and Engineering,2019,38(1):101–110.(in Chinese))
[16] GODHA S,CANNON M E. Integration of DGPS with a low cost MEMS—based Inertial Measurement Unit(IMU) for land vehicle navigation application[C]// Proceedings of International Technical Meeting of the Satellite Division of the Institute of Navigation. California,USA:[s. n.],2005:333–345.
[17] MAHONY R,CHA S,HAMEL T. A coupled estimation and control analysis for attitude stabilisation of mini aerial vehicles[C]// Australasian Conference on Robotics and Automation(ACRA). Auckland,New Zealand:Australian Robotics and Automation Association,2006:1–10.
[18] TANENHAUS M,GEIS T,CARHOUN D,et al. Accurate real time inertial navigation device by application and processing of arrays of MEMS inertial sensors[C]// IEEE/ION Position,Location and Navigation Symposium. [S. l.]:[s. n.],2010:20–26.
[19] ROBERTS A,TAYEBI A. A new position regulation strategy for VTOL UAVs using IMU and GPS measurements[J]. Automatica,2013,49(2):434–440.
[20] YUAN Q,CHEN I M. Localization and velocity tracking of human via 3 IMU sensors[J]. Sensors and Actuators A Physical,2014,212(6):25–33.
[21] KAMIL M,CHOBTRONG T,GÜNES E,et al. Low-cost object tracking with MEMS sensors,kalman filtering and simplified two-filter-smoothing[J]. Applied Mathematics and Computation,2014,235(4):323–331.
[22] WITTMANN F,LAMBERCY O,GONZENBACH R R,et al. Assessment-driven arm therapy at home using an IMU-based virtual reality system[C]// IEEE International Conference on Rehabilitation Robotics. [S. l.]:[s. n.],2015:707–712.
[23] WANG X.,XIAO L. Gyroscope-reduced inertial navigation system for flight vehicle motion estimation[J]. Advances in Space Research,2017,59(1):413–424.
[24] SAVAGE P G. Strapdown inertial navigation integration algorithm design part 1:attitude algorithms[J]. Journal of Guidance,Control and Dynamics,1998,21(1):19–28.
[25] SAVAGE P G. Strapdown inertial navigation integration algorithm design part 2:velocity and position algorithms[J]. Journal of Guidance,Control and Dynamics,1998,21(2):208–221.
[26] BRITTING K R. Inertial navigation systems analysis[M]. [S. l.]:John Wiley and Sons Canada Limited,1971:198–216.
[27] 秦永元. 惯性导航[M]. 2版. 北京:科学出版社,2014:288–355.(QIN Yongyuan. Inertial Navigation[M]. 2nd ed. Beijing:Science Press,2014:288–355.(in Chinese))
[28] 李 程. 基于三维电子罗盘的结构面产状算法研究[J]. 地下空间与工程学报,2017,(增2):592–597.(LI Cheng. Algorithms study on strike and dip of structural planes using three-dimensional electronic compass[J]. Chinese Journal of Underground Space and Engineering,2017,(Supp.2):592–597.(in Chinese))
[29] 北微传感科技有限公司. 北微传感HEC395系列九轴全姿态电子罗盘技术手册[R/OL]. 无锡:北微传感科技有限公司,2023. http://www.bewis.com.cn/product/ 276479611.(BEWIS Sensing Technology LLC. BEWIS HEC395 AHRS module[R/OL]. Wuxi:BEWIS Sensing Technology LLC. 2023. http://www.bewis.com.cn/product/ 276479611.(in Chinese))
[30] 许 强,汤明高,徐开祥,等. 滑坡时空演化规律及预警预报研究[J]. 岩石力学与工程学报,2008,27(6):1 104–1 112.(XU Qiang,TANG Minggao,XU Kaixiang,et al. Research on space-time evolution laws and early warning-prediction of landslides[J]. Chinese Journal of Rock Mechanics and Engineering,2008,27(6):1 104–1 112. (in Chinese))
[31] VARNES D J. Slope movement types and processes[R]. [S. l.]:Transportation Research Board Special Report,1978:11–33.