Experimental Study on Deformation Monitoring of Large Landslide in Reservoir Area of Hydropower Station Based on GB-InSAR

The monitoring and early warning of a landslide in the reservoir area of a hydropower station are of great significance in the dam structure of the hydropower station and in the safety of people’s life and property on the reservoir bank. In this study, a new ground-based interferometric synthetic ap...

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Main Authors: Yanhui Guo, Zhiquan Yang, Yi Yang, Zhijun Kong, Caikun Gao, Weiming Tian
Format: Article
Language:English
Published: Wiley 2021-01-01
Series:Advances in Civil Engineering
Online Access:http://dx.doi.org/10.1155/2021/5586340
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author Yanhui Guo
Zhiquan Yang
Yi Yang
Zhijun Kong
Caikun Gao
Weiming Tian
author_facet Yanhui Guo
Zhiquan Yang
Yi Yang
Zhijun Kong
Caikun Gao
Weiming Tian
author_sort Yanhui Guo
collection DOAJ
description The monitoring and early warning of a landslide in the reservoir area of a hydropower station are of great significance in the dam structure of the hydropower station and in the safety of people’s life and property on the reservoir bank. In this study, a new ground-based interferometric synthetic aperture radar system LKR-05-KU-S100 was used to carry out field monitoring tests on Lagu landslide and Xiaozhaju landslide of Dahuaqiao hydropower station and No. 1 landslide on the left bank of Xiaowan hydropower station on the Lancang river. The results show that, during the monitoring period, Lagu landslide of Dahuaqiao hydropower station and No. 1 landslide on the left bank of Xiaowan hydropower station are basically stable, and the deformation trend of Xiaozhaju landslide is obvious so it should undergo continuous monitoring. At the same time, the field monitoring test also shows that the new ground-based interferometric synthetic aperture radar system LKR-05-KU-S100 has the advantages of high precision and long-distance, all-day, all-weather, and large-scale monitoring and has unique advantages and broad application prospects for the overall deformation monitoring of large landslides in the reservoir area.
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institution Kabale University
issn 1687-8086
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language English
publishDate 2021-01-01
publisher Wiley
record_format Article
series Advances in Civil Engineering
spelling doaj-art-f340f27be7434b799b12d4d290e3776f2025-02-03T06:13:45ZengWileyAdvances in Civil Engineering1687-80861687-80942021-01-01202110.1155/2021/55863405586340Experimental Study on Deformation Monitoring of Large Landslide in Reservoir Area of Hydropower Station Based on GB-InSARYanhui Guo0Zhiquan Yang1Yi Yang2Zhijun Kong3Caikun Gao4Weiming Tian5Faculty of Public Safety and Emergency Management, Kunming University of Science and Technology, Kunming 650093, ChinaFaculty of Public Safety and Emergency Management, Kunming University of Science and Technology, Kunming 650093, ChinaFaculty of Public Safety and Emergency Management, Kunming University of Science and Technology, Kunming 650093, ChinaFaculty of Public Safety and Emergency Management, Kunming University of Science and Technology, Kunming 650093, ChinaPowerChina Kunming Engineering Corporation Limited, Kunming 650051, ChinaCollege of Information and Electronics, Beijing Institute of Technology, Kunming 100081, ChinaThe monitoring and early warning of a landslide in the reservoir area of a hydropower station are of great significance in the dam structure of the hydropower station and in the safety of people’s life and property on the reservoir bank. In this study, a new ground-based interferometric synthetic aperture radar system LKR-05-KU-S100 was used to carry out field monitoring tests on Lagu landslide and Xiaozhaju landslide of Dahuaqiao hydropower station and No. 1 landslide on the left bank of Xiaowan hydropower station on the Lancang river. The results show that, during the monitoring period, Lagu landslide of Dahuaqiao hydropower station and No. 1 landslide on the left bank of Xiaowan hydropower station are basically stable, and the deformation trend of Xiaozhaju landslide is obvious so it should undergo continuous monitoring. At the same time, the field monitoring test also shows that the new ground-based interferometric synthetic aperture radar system LKR-05-KU-S100 has the advantages of high precision and long-distance, all-day, all-weather, and large-scale monitoring and has unique advantages and broad application prospects for the overall deformation monitoring of large landslides in the reservoir area.http://dx.doi.org/10.1155/2021/5586340
spellingShingle Yanhui Guo
Zhiquan Yang
Yi Yang
Zhijun Kong
Caikun Gao
Weiming Tian
Experimental Study on Deformation Monitoring of Large Landslide in Reservoir Area of Hydropower Station Based on GB-InSAR
Advances in Civil Engineering
title Experimental Study on Deformation Monitoring of Large Landslide in Reservoir Area of Hydropower Station Based on GB-InSAR
title_full Experimental Study on Deformation Monitoring of Large Landslide in Reservoir Area of Hydropower Station Based on GB-InSAR
title_fullStr Experimental Study on Deformation Monitoring of Large Landslide in Reservoir Area of Hydropower Station Based on GB-InSAR
title_full_unstemmed Experimental Study on Deformation Monitoring of Large Landslide in Reservoir Area of Hydropower Station Based on GB-InSAR
title_short Experimental Study on Deformation Monitoring of Large Landslide in Reservoir Area of Hydropower Station Based on GB-InSAR
title_sort experimental study on deformation monitoring of large landslide in reservoir area of hydropower station based on gb insar
url http://dx.doi.org/10.1155/2021/5586340
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