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【目的】为迅速识别坡体突然加速变形至破坏时的变形信息,提高监测系统的响应能力,提出了一种将惯性测量数据与GNSS监测位移在水库岸坡变形监测中进行融合的方法。【方法】在岸坡表面布设惯性传感器和GNSS观测点,首先通过用惯性测量数据解算监测点的变形速度和位移,由GNSS观测值定期校准的方式,建立数据融合流程。然后通过模拟圆弧形滑坡从等速至加速变形的过程,将仿真数据代入融合模型论证。在此基础上,将融合方法应用于水库岸坡的位移监测实例中加以分析。【结果】结果显示:惯性测量融合GNSS的方法在坡体突然加速变形时可快速识别变形信息;GNSS观测值在岸坡缓慢变形期间可对竖向、水平方向的速度和位移进行校准。【结论】结果表明,此方法能对坡体上监测点在加速变形时的速度和位移进行及时追踪,并可为岸坡稳定性的评价及监测提供多源数据,后续可开展室内试验实现融合模型的全面评估。
Abstract:[Objective]Rapid identification of an acceleration of slope deformation is crucial to improve the response capability of a disaster monitoring system. This paper proposes a method to integrate inertial measurement data and GNSS data in reservoir bank slope deformation monitoring.[Methods]Firstly, we deployed inertial sensors and GNSS observation points on the surface of the bank slope, and established the data fusion process by means of calculating the velocity and displacement by inertial measurements with periodic calibration by GNSS values. Secondly, we demonstrated the data fusion process with a simulated arc-shaped slope that was accelerating to deform. Furthermore, we applied the data fusion model into the deformation monitoring of a reservoir bank slope.[Results]The result showed that the fusion data can rapidly identify the accelerated slope deformation, and the GNSS could periodically calibrate vertical and horizontal displacements of the bank slope during the initial deformation stage.[Conclusion]This method can track real-time displacements of the monitoring points deployed on the slope during its fast deformation stage, and can provide multi-source data for the evaluation of slope stability and deformation monitoring of the bank slope. The data fusion model requires a further evaluation based on rapid deformation in future indoor experiments.
[1] 张永权.基于惯性测量的滑坡位移监测研究[D].武汉:中国地质大学(武汉),2016.ZHANG Y Q.2016.Systematic research of landslide displacement monitoring based on inertial measurement[D].Wuhan:China University of Geosciences (Wuhan).
[2] 徐春莺.基于MEMS9轴传感阵列的水下地形沉降监测机理与监测系统研究[D].杭州:浙江大学,2019.XU C Y.2019.Research on underwater terrain subsidence monitoring mechanism and monitoring system based on MEMS nine-axis sensor array[D].Hanzhou:Zhejiang University.
[3] 陈声震.MEMS惯性测量技术研究与工程应用[D].宜昌:三峡大学,2021.CHEN S Z.Research and engineering application of MEMS inertial measurement technology[D].Yichang:China Three Gorges University ,2021.
[4] LI Cheng,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.
[5] 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):1109.
[6] 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 C,SONG S W,CHEN W D,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.
[7] 王利,张勤,范丽红,等.北斗/GPS融合静态相对定位用于高精度地面沉降监测的试验与结果分析[J].工程地质学报,2015,23(1):119-125.WANG L,ZHANG Q,FAN L H,et al.Experiment and results of high precision land subsidence monitoring using fused BDS/GPS data and static relative positioning[J].Journal of Engineering Geology,2015,23(1):119-125.
[8] BERROCOSO M,PRATES G,FERNANDEZ-ROS A,et al.Normal vector analysis from GNSS–GPS data applied to Deception volcano surface deformation[J].Geophysical Journal International,2012,190(3):1562-1570.
[9] 姜朋明,梅岭,季佩祥,等.镇江烈士陵园边坡地质灾害远程监测预警预报系统[J].岩土工程学报,2013,35(s1):340-345.JIANG P M,MEI L,JI P X,et al.Development and application of monitoring and warning system geological disasters of slope in Zhenjiang Martyrs Cemetery[J].Chinese Journal of Geotechnical Engineering.2013,35(s1):340-345.
[10] THURO K,WUNDERLICH T,HEUNECKE O,et al.Low Cost 3D Early Warning System for Alpine Instable Slopes:The Aggenalm Landslide Monitoring System,Early Warning for Geological Disasters[M].Berlin :Springer Berlin Heidelberg,2014.
[11] 陈豪,余记远,杨金玲,等.GPS 精确定位技术在小湾水电站工程变形测量中的应用[J].测绘工程,2015(4):46-52.CHEN H,YU J Y,YANG J L,et al.GPS precise positioning technology applied to the deformation measurement of Xiaowan Hydropower Station Project[J].Engineering of Survey and Mapping,2015(4):46-52.
[12] LUO H,LIU Y,CHEN T,et al.Derivation of 3-D surface deformation from an integration of InSAR and GNSS measurements based on Akaike’s Bayesian Information Criterion[J].Geophysical Journal International,2016,204(1):292-310.
[13] HU X,LU Z,PIERSON T C,et al.Combining InSAR and GPS to determine transient movement and thickness of a seasonally active low-gradient translational landslide[J].Geophysical Research Letters,2018,45(3):1453-1462.
[14] 马志华,肖志远,王朝俊,等.江苏省水利工程质量监督信息化建设研究与应用[J].水利发展研究,2022,22(7):72-76.MA Zhihua,XIAO Zhiyuan,WANG Chaojun,et al.Research and application of informationization construction for water conservancy engineering quality supervision in Jiangsu Province[J].Water Resources Development Research,2022,22(7):72-76.
[15] 北微传感科技有限公司.HEC395系列九轴全姿态电子罗盘技术手册[R].无锡:北微传感科技有限公司,2020.BEWIS.HEC395 AHRS Module[R].Wuxi:BEWIS,2020.
[16] 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.
[17] 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.
[18] BRITTING K R.Inertial navigation systems analysis[M].London:John Wiley & Sons Canada Limited,1971.
[19] 秦永元.惯性导航(第2版)[M].北京:科学出版社,2014.QIN Y Y.Inertial Navigation (second edition) [M].Beijing:Science Press,2014.
[20] SCHUSTER R L,KRIZEK R J.Landslides:analysis and control[J].Transportation Research Board Special Report,1979,176:11-33.
基本信息:
DOI:10.13928/j.cnki.wrahe.2023.11.015
中图分类号:TV698.11
引用信息:
[1]李程,宋胜武.惯性测量融合GNSS监测水库岸坡变形初探[J].水利水电技术(中英文),2023,54(11):170-180.DOI:10.13928/j.cnki.wrahe.2023.11.015.
基金信息:
河北省自然科学基金青年基金资助项目(D2020210005); 河北省人社厅留学回国人员资助项目(C20190512); 国家重点研发计划项目子课题(2021YFB2301203-3)
2023-02-20
2023
2023-10-16
2023
1
2023-05-15
2023-05-15
2023-05-15