基于虚拟参考站的GNSS滑坡变形监测方法及性能分析  

Landslide Deformation Monitoring Method and Performance Analysis Based on GNSS Virtual Reference Station

作　　者：王晨辉[1,2] 郭伟 孟庆佳[1] 刘炎炎[3] 毕逢东 WANG Chenhui;GUO Wei;MENG Qingjia;LIU Yanyan;BI Fengdong(Center for Hydrogeology and Environmental Geology Survey,China Geological Survey,Baoding 071051,China;School of Automation Engineering,University of Electronic Science and Technology of China,Chengdu 611731,China;Shenzhen Key Laboratory of Spatial Smart Sensing and Services,Shenzhen University,Shenzhen 518060,China;PetroChina Natural Gas Marketing Company,Beijing 100020,China)

机构地区：[1]中国地质调查局水文地质环境地质调查中心,河北保定071051 [2]电子科技大学自动化工程学院,四川成都611731 [3]深圳大学空间信息智能感知与服务深圳市重点实验室,广东深圳518060 [4]中国石油天然气股份有限公司天然气销售分公司,北京100020

出　　处：《武汉大学学报（信息科学版）》2022年第6期990-996,共7页Geomatics and Information Science of Wuhan University

基　　金：国家重点研发计划(2019YFC1509601,2018YFC1504805);中国地质调查局地质调查项目(DD20190639,DD20221747)。

摘　　要：全球导航卫星系统(global navigation satellite system,GNSS)技术在大坝、桥梁、滑坡等形变监测领域应用广泛。针对传统监测方法需要架设基准站、导致监测成本增加的问题,提出一种基于虚拟参考站的GNSS变形监测方法,利用连续运行参考站(continuously operating reference stations,CORS)观测数据,生成虚拟参考站(virtual reference station,VRS)代替实体参考站,实现高精度变形监测。利用中国云南省屏边苗族自治县约30处滑坡监测点进行实验分析,结果表明,当CORS基准站间距小于40 km时,双差对流层和电离层延迟模型内插精度优于10 mm,利用观测时长大于8 h的数据,可以实现平面精度优于5 mm、高程精度优于10mm的形变监测。Objectives:Global navigation satellite system(GNSS)technology is widely used in deformation monitoring such as dams,bridges,and landslides.In traditional monitoring methods,the reference stations need to be built,which leads to the increased monitoring cost.Methods:This paper proposes a GNSS deformation monitoring method based on virtual reference station(VRS),which uses the existing continuously operating reference stations(CORS)observation data to generate VRS instead of physical reference station to achieve high accuracy deformation monitoring.Firstly,the existing CORS observation data are used to obtain the atmospheric error correction models and generate VRS.Secondly,the baselines between VRS and each monitoring point are calculated.In order to further improve the accuracy of data processing,Delaunay triangulation networks are formed,and the baseline vector solution results are checked according to the criterion that the triangle closure error is zero.Finally,the checked baseline solution results are adjusted to obtain the final three-dimensional position coordinates of the monitoring points.Results:This paper uses about 30 monitoring points in Pingbian Miao Autonomous County,Yunnan Province for experimental analysis.The results show that the interpolation accuracis of the double-difference tropospheric and ionospheric delay are better than 10 mm if the distance between CORS reference stations is less than 40km.The observation data longer than 8 hours can realize deformation monitoring with horizontal accuracy better than 5 mm and vertical accuracy better than 10 mm.Conclusions:The proposed method can realize the practical application of landslide monitoring.In the future,we can study how to improve the atmospheric error model and further improve the accuracy of data processing.

关 键 词：虚拟参考站 滑坡 变形监测 全球导航卫星系统 连续运行参考站 

分 类 号：P228[天文地球—大地测量学与测量工程]