Urban Geospatial Information Acquisition Mobile Mapping System based on close-range photogrammetry and IGS site calibration
The measurement accuracy of the Mobile Mapping System (MMS) is the main problem, which restricts its development and application, so how to calibrate the MMS to improve its measurement accuracy has always been a research hotspot in the industry. This paper proposes a position and attitude calibratio...
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Online Access: | http://dx.doi.org/10.1080/10095020.2021.1924084 |
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doaj-2d2ba90858744850afa96b8c4bf4e5112021-08-24T14:40:57ZengTaylor & Francis GroupGeo-spatial Information Science1009-50201993-51532021-06-010012210.1080/10095020.2021.19240841924084Urban Geospatial Information Acquisition Mobile Mapping System based on close-range photogrammetry and IGS site calibrationMing Guo0Yuquan Zhou1Jianghong Zhao2Tengfei Zhou3Bingnan Yan4Xianfeng Huang5Xi ‘An Institute of Surveying and MappingBeijing University of Civil Engineering and ArchitectureXi ‘An Institute of Surveying and MappingBeijing University of Civil Engineering and ArchitectureBeijing University of Civil Engineering and ArchitectureWuhan UniversityThe measurement accuracy of the Mobile Mapping System (MMS) is the main problem, which restricts its development and application, so how to calibrate the MMS to improve its measurement accuracy has always been a research hotspot in the industry. This paper proposes a position and attitude calibration method with error correction based on the combination of the feature point and feature surface. First, the initial value of the spatial position relationship between each sensor of MMS is obtained by close-range photogrammetry. Second, the optimal solution for error correction is calculated by feature points in global coordinates jointly measured with International GNSS Service (IGS) stations. Then, the final transformation parameters are solved by combining the initial values obtained originally, thereby realizing the rapid calibration of the MMS. Finally, it analyzed the RMSE of MMS point cloud after calibration, and the results demonstrate the feasibility of the calibration approach proposed by this method. Under the condition of a single measurement sensor accuracy is low, the plane and elevation absolute accuracy of the point cloud after calibration can reach 0.043 m and 0.072 m, respectively, and the relative accuracy is smaller than 0.02 m. It meets the precision requirements of data acquisition for MMS. It is of great significance for promoting the development of MMS technology and the application of some novel techniques in the future, such as autonomous driving, digital twin city, urban brain et al.http://dx.doi.org/10.1080/10095020.2021.1924084mobile mapping system (mms)close-range photogrammetryinternational gnss service (igs)mms calibrationaccuracy evaluation |
collection |
DOAJ |
language |
English |
format |
Article |
sources |
DOAJ |
author |
Ming Guo Yuquan Zhou Jianghong Zhao Tengfei Zhou Bingnan Yan Xianfeng Huang |
spellingShingle |
Ming Guo Yuquan Zhou Jianghong Zhao Tengfei Zhou Bingnan Yan Xianfeng Huang Urban Geospatial Information Acquisition Mobile Mapping System based on close-range photogrammetry and IGS site calibration Geo-spatial Information Science mobile mapping system (mms) close-range photogrammetry international gnss service (igs) mms calibration accuracy evaluation |
author_facet |
Ming Guo Yuquan Zhou Jianghong Zhao Tengfei Zhou Bingnan Yan Xianfeng Huang |
author_sort |
Ming Guo |
title |
Urban Geospatial Information Acquisition Mobile Mapping System based on close-range photogrammetry and IGS site calibration |
title_short |
Urban Geospatial Information Acquisition Mobile Mapping System based on close-range photogrammetry and IGS site calibration |
title_full |
Urban Geospatial Information Acquisition Mobile Mapping System based on close-range photogrammetry and IGS site calibration |
title_fullStr |
Urban Geospatial Information Acquisition Mobile Mapping System based on close-range photogrammetry and IGS site calibration |
title_full_unstemmed |
Urban Geospatial Information Acquisition Mobile Mapping System based on close-range photogrammetry and IGS site calibration |
title_sort |
urban geospatial information acquisition mobile mapping system based on close-range photogrammetry and igs site calibration |
publisher |
Taylor & Francis Group |
series |
Geo-spatial Information Science |
issn |
1009-5020 1993-5153 |
publishDate |
2021-06-01 |
description |
The measurement accuracy of the Mobile Mapping System (MMS) is the main problem, which restricts its development and application, so how to calibrate the MMS to improve its measurement accuracy has always been a research hotspot in the industry. This paper proposes a position and attitude calibration method with error correction based on the combination of the feature point and feature surface. First, the initial value of the spatial position relationship between each sensor of MMS is obtained by close-range photogrammetry. Second, the optimal solution for error correction is calculated by feature points in global coordinates jointly measured with International GNSS Service (IGS) stations. Then, the final transformation parameters are solved by combining the initial values obtained originally, thereby realizing the rapid calibration of the MMS. Finally, it analyzed the RMSE of MMS point cloud after calibration, and the results demonstrate the feasibility of the calibration approach proposed by this method. Under the condition of a single measurement sensor accuracy is low, the plane and elevation absolute accuracy of the point cloud after calibration can reach 0.043 m and 0.072 m, respectively, and the relative accuracy is smaller than 0.02 m. It meets the precision requirements of data acquisition for MMS. It is of great significance for promoting the development of MMS technology and the application of some novel techniques in the future, such as autonomous driving, digital twin city, urban brain et al. |
topic |
mobile mapping system (mms) close-range photogrammetry international gnss service (igs) mms calibration accuracy evaluation |
url |
http://dx.doi.org/10.1080/10095020.2021.1924084 |
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