Zihan Wang
Current Organizations / Institutes
The organizations/institutes from the scholar's latest article
Research Subjects
Zihan Wang has a total of 3 co-authors. Here are the top co-authors by number of shared publications:
- Fuchu Dai
College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100124, China
1 shared publication - Xiaodong Wang
College of Geosciences and Engineering, North China University of Water Resources and Electric Power, Zhengzhou 450046, China
1 shared publication - Yunchang Liang
College of Geosciences and Engineering, North China University of Water Resources and Electric Power, Zhengzhou 450046, China
1 shared publication
Latest Publications
- Open Access
- 1 November 2025
- Published by MDPI AG in Applied Sciences
- Vol. 15 (21) , 11698
Monitoring Landslide Deformation in the Xiluodu Reservoir Area Using Combined Ascending and Descending Orbit Time-Series InSAR Technology
The process of reservoir impoundment poses a significant threat to the stability of reservoir bank slopes, potentially triggering new landslides or reactivating ancient ones. Consequently, long-term and stable monitoring of surface deformation in reservoir areas is essential for ensuring safe reservoir operation. SBAS-InSAR technology—characterized by its high precision, multi-temporal capability, and wide spatial coverage—offers an effective means of comprehensively characterizing landslide deformation in such environments. In this study, SBAS-InSAR is applied to monitor landslides in the Xiluodu Reservoir area using Sentinel-1A imagery. Ascending and descending orbit data are jointly inverted to reconstruct the two-dimensional (2D) surface deformation time series. The deformation patterns and their spatiotemporal evolution are analyzed in conjunction with remote sensing imagery, topographic and geological data, and reservoir water level fluctuations. The integrated analysis identifies 10 and 12 significant deformation zones in the vertical and east–west directions, respectively—demonstrating improved detection accuracy compared to single-orbit approaches. Two representative landslides, the Mixiluo and Huanghua landslides, are selected for detailed investigation. Their toe deformation exhibits a pronounced response to both rainfall and reservoir water level variations. These findings provide valuable reference data and technical support for the early identification of reservoir bank landslides and the safe operation of reservoirs in this and similar engineering contexts.
- 1 November 2025
- Published by MDPI AG in Applied Sciences
- Vol. 15 (21) , 11698
Open AccessMonitoring Landslide Deformation in the Xiluodu Reservoir Area Using Combined Ascending and Descending Orbit Time-Series InSAR Technology
The process of reservoir impoundment poses a significant threat to the stability of reservoir bank slopes, potentially triggering new landslides or reactivating ancient ones. Consequently, long-term and stable monitoring of surface deformation in reservoir areas is essential for ensuring safe reservoir operation. SBAS-InSAR technology—characterized by its high precision, multi-temporal capability, and wide spatial coverage—offers an effective means of comprehensively characterizing landslide deformation in such environments. In this study, SBAS-InSAR is applied to monitor landslides in the Xiluodu Reservoir area using Sentinel-1A imagery. Ascending and descending orbit data are jointly inverted to reconstruct the two-dimensional (2D) surface deformation time series. The deformation patterns and their spatiotemporal evolution are analyzed in conjunction with remote sensing imagery, topographic and geological data, and reservoir water level fluctuations. The integrated analysis identifies 10 and 12 significant deformation zones in the vertical and east–west directions, respectively—demonstrating improved detection accuracy compared to single-orbit approaches. Two representative landslides, the Mixiluo and Huanghua landslides, are selected for detailed investigation. Their toe deformation exhibits a pronounced response to both rainfall and reservoir water level variations. These findings provide valuable reference data and technical support for the early identification of reservoir bank landslides and the safe operation of reservoirs in this and similar engineering contexts.