Author
Listed:
- Hui Liu
(College of Surveying and Geo-Informatics, North China University of Water Resources and Electric Power, Zhengzhou 450046, China)
- Bochen Zhou
(College of Surveying and Geo-Informatics, North China University of Water Resources and Electric Power, Zhengzhou 450046, China)
- Zechao Bai
(School of Electrical and Control Engineering, North China University of Technology, Beijing 100144, China)
- Wenfei Zhao
(College of Surveying and Geo-Informatics, North China University of Water Resources and Electric Power, Zhengzhou 450046, China
Hebei Institute of Investigation & Design of Water Conservancy & Hydropower Co., Ltd., Tianjin 120103, China)
- Mengyuan Zhu
(College of Surveying and Geo-Informatics, North China University of Water Resources and Electric Power, Zhengzhou 450046, China)
- Ke Zheng
(College of Surveying and Geo-Informatics, North China University of Water Resources and Electric Power, Zhengzhou 450046, China)
- Shiji Yang
(College of Surveying and Geo-Informatics, North China University of Water Resources and Electric Power, Zhengzhou 450046, China)
- Geshuang Li
(Zhengzhou Communications Planning Survey & Design Institute, Zhengzhou 450003, China)
Abstract
The high-precision digital elevation model (DEM) is of great significance for improving the accuracy of InSAR deformation monitoring. In today’s free opening of multi-source DEM, there is no consensus on how to select suitable DEMs to assist InSAR in deformation monitoring for different landforms. This article introduces five types of DEMs: ALOS12.5, SRTM-1, ASTER V3, AW3D30, and Copernicus 30, and uses SBAS-InSAR technology to analyze the applicability of deformation monitoring in the Qinghai Tibet Plateau and Central China Plain regions. The coverage, average value, standard deviation, and unwrapping efficiency of the phase unwrapping results, the temporal deformation rate curves of six random deformation points in the key deformation area, as well as the consistency with the second-level data and the comparative analysis of RMSE of all deformation points, show that in the Qinghai Tibet Plateau region, Copernicus 30 is the best, followed by ASTER V3, AW3D30, and SRTM-1 having low accuracy, and ALOS12.5 is the worst. In the Central China Plain region, AW3D30 is the best, followed by Copernicus 30, SRTM-1, and ASTER V3 having low accuracy, and ALOS12.5 is still the worst. Although ALOS12.5 has the highest resolution, it is not recommended for deformation monitoring based on its worst performance in plateau and plain areas. It is recommended to use Copernicus 30 in plateau areas and AW3D30 for deformation monitoring in plain areas.
Suggested Citation
Hui Liu & Bochen Zhou & Zechao Bai & Wenfei Zhao & Mengyuan Zhu & Ke Zheng & Shiji Yang & Geshuang Li, 2023.
"Applicability Assessment of Multi-Source DEM-Assisted InSAR Deformation Monitoring Considering Two Topographical Features,"
Land, MDPI, vol. 12(7), pages 1-17, June.
Handle:
RePEc:gam:jlands:v:12:y:2023:i:7:p:1284-:d:1178795
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