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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Main Authors: Ming Guo, Yuquan Zhou, Jianghong Zhao, Tengfei Zhou, Bingnan Yan, Xianfeng Huang
Format: Article
Language:English
Published: Taylor & Francis Group 2021-06-01
Series:Geo-spatial Information Science
Subjects:
Online Access:http://dx.doi.org/10.1080/10095020.2021.1924084
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spelling 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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