Algorithm of Inclination Correction for Point Cloud in Dynamic Subsidence Monitoring
The stability of an instrument is a key factor in determining the quality of data acquired. During the process of dynamic deformation monitoring in mining areas, due to the impact of highly intensive underground mining practices, some non-uniform subsidence is likely to occur on the ground surface....
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Published in | 2020 7th International Conference on Information Science and Control Engineering (ICISCE) pp. 195 - 199 |
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Main Authors | , , , , , , |
Format | Conference Proceeding |
Language | English |
Published |
IEEE
01.12.2020
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Abstract | The stability of an instrument is a key factor in determining the quality of data acquired. During the process of dynamic deformation monitoring in mining areas, due to the impact of highly intensive underground mining practices, some non-uniform subsidence is likely to occur on the ground surface. Such subsidence will lead to relatively large inclination of the instrument within a short time, and consequently cause the automatic inclination compensator to exceed its limits during the scanning process. This is a particular problem encountered when the terrestrial laser scanner (TLS) is used for deformation monitoring in mining areas. This paper mainly analyzes the influence of inclination of the scanner upon precision of point cloud data based on the working principle of the scanner and puts forward an error correction method. First, the inclinations of an instrument at the beginning and at the end of a scanning process are recorded; second, the inclination of the instrument at every moment is determined basing on the relationship between the scanning time and the inclination of the instrument through interpolation, in this way the scanning point coordinates are being corrected. In the end, reasonability and effectiveness of the correction method are verified by means of experiment and comparison between the target control point and the feature planes within the scanning area before and after correction. |
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AbstractList | The stability of an instrument is a key factor in determining the quality of data acquired. During the process of dynamic deformation monitoring in mining areas, due to the impact of highly intensive underground mining practices, some non-uniform subsidence is likely to occur on the ground surface. Such subsidence will lead to relatively large inclination of the instrument within a short time, and consequently cause the automatic inclination compensator to exceed its limits during the scanning process. This is a particular problem encountered when the terrestrial laser scanner (TLS) is used for deformation monitoring in mining areas. This paper mainly analyzes the influence of inclination of the scanner upon precision of point cloud data based on the working principle of the scanner and puts forward an error correction method. First, the inclinations of an instrument at the beginning and at the end of a scanning process are recorded; second, the inclination of the instrument at every moment is determined basing on the relationship between the scanning time and the inclination of the instrument through interpolation, in this way the scanning point coordinates are being corrected. In the end, reasonability and effectiveness of the correction method are verified by means of experiment and comparison between the target control point and the feature planes within the scanning area before and after correction. |
Author | Li, Zhi Yan, Kewen Peng, Haiju Huo, Zhihong Wu, Junhe Ao, Jianfeng Sun, Guibin |
Author_xml | – sequence: 1 givenname: Junhe surname: Wu fullname: Wu, Junhe email: 276241221@qq.com organization: Urban Planning and Survey Research Institute HuiZhou,China – sequence: 2 givenname: Haiju surname: Peng fullname: Peng, Haiju organization: Urban Planning and Survey Research Institute HuiZhou,China – sequence: 3 givenname: Guibin surname: Sun fullname: Sun, Guibin organization: Urban Planning and Survey Research Institute HuiZhou,China – sequence: 4 givenname: Zhi surname: Li fullname: Li, Zhi organization: Urban Planning and Survey Research Institute HuiZhou,China – sequence: 5 givenname: Zhihong surname: Huo fullname: Huo, Zhihong organization: Urban Planning and Survey Research Institute HuiZhou,China – sequence: 6 givenname: Kewen surname: Yan fullname: Yan, Kewen organization: Urban Planning and Survey Research Institute HuiZhou,China – sequence: 7 givenname: Jianfeng surname: Ao fullname: Ao, Jianfeng organization: Jiangxi University of Science and Technology,School of Civil and Surveying & Mapping Engineering,GanZhou,China |
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Snippet | The stability of an instrument is a key factor in determining the quality of data acquired. During the process of dynamic deformation monitoring in mining... |
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StartPage | 195 |
SubjectTerms | Data mining Dynamic Deformation Monitoring Error Correction Heuristic algorithms Inclination Instruments Interpolation Point Cloud Real-time systems Stability analysis Terrestrial Laser Scanner Three-dimensional displays |
Title | Algorithm of Inclination Correction for Point Cloud in Dynamic Subsidence Monitoring |
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