摘要
将采用地面三维激光扫描(terrestrial laser scanning,TLS)、地基合成孔径雷达干涉测量(ground⁃based interferometric synthetic aperture radar,GB⁃InSAR)和无人机航空摄影测量(unmanned aerial vehicle photogra⁃phy,UAV)的综合遥感方案应用于崩塌体应急监测。引入迭代最近点法(iterative closest point,ICP),首先实现TLS点云和UAV影像离散点云配准;然后,利用几何映射方法实现GB⁃InSAR二维形变图与TLS点云三维匹配;针对崩塌体应急缺少人工目标辅助校正几何映射偏差的问题,综合目视解译以及峰值相关性分析提取各数据间的同名特征点,根据同名特征点计算空间坐标变换参数,建立变换方程来完成误匹配纠正。利用所提的匹配方法处理模拟数据及某滑坡崩塌残余体实际监测数据,结果表明实测匹配精度达像素级,满足应急监测需求。
Objectives:Terrestrial laser scanning(TLS),ground⁃based interferometric synthetic aperture ra⁃dar(GB⁃InSAR)and unmanned aerial vehicle(UAV)photography have been applied to emergency deforma⁃tion monitoring of rockslide.The objectives are concerns about new problems of 3D visualization of defor⁃mation data.Methods:Firstly,we introduced iterative closest point method(ICP)to complete the registra⁃tion between the TLS point cloud and UAV terrain model.Secondly,geometric mapping method was ap⁃plied to achieve data fusion between GB⁃InSAR deformation map and TLS point cloud.The mapping devia⁃tion is difficult to be corrected by conventional methods,because the lack of artificial control points on the rockslide.Visual interpretation and GB⁃InSAR images simulation method were combined to extract the control points.The spatial coordinate transformation parameters were estimated with the least square method.The transformation model was established to correct the mismatch.Results:The proposed method was veri⁃fied by the simulation data and the actual monitoring data of a landslide.The result shows that the accuracy reaches the pixel level which meet the needs of emergency monitoring.Conclusions:The proposed method is limited by the working conditions of emergency and the subjectivity of image interpretation.If the accura⁃cy of control point selection was not narrowed,the final matching fusion position accuracy may reach pixel⁃level accuracy.
作者
郑翔天
杨晓琳
何秀凤
马海涛
于正兴
任贵文
张浩
张劲松
ZHENG Xiangtian;YANG Xiaolin;HE Xiufeng;MA Haitao;YU Zhengxing;REN Guiwen;ZHANG Hao;ZHANG Jinsong(School of Computer Engineering,Nanjing Institute of Technology,Nanjing 210000,China;China Academy of Safety Science and Technology,Beijing 100012,China;School of Earth Science and Engineering,Hohai University,Nanjing 211100,China;Beijing Surveying and Mapping Institute,Beijing 100038,China)
出处
《武汉大学学报(信息科学版)》
EI
CAS
CSCD
北大核心
2022年第7期1081-1092,共12页
Geomatics and Information Science of Wuhan University
基金
国家自然科学基金(41830110)
高校科研专项资金(3534113221064)
江苏省自然科学基金(BK20201468)
国家重点研发计划(2018YFC1503603,2018YFC0808402)。