Monitoring Yanwan deep-seated toppling deformation with the impact of water-level fluctuation by SAR observations

Reservoir filling in large hydropower stations triggers or accelerates deep-seated toppling deformations (DSTDs). In the absence of large failures, toppling can often last long. It is of great significance to study the mechanism of DSTDs for the prediction of affected areas before filling. Taking Ya...

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Bibliographic Details
Published in:Landslides 2024-06, Vol.21 (6), p.1243-1254
Main Authors: Ren, Kaiyu, Li, Renjiang, Yao, Xin, Zhao, Xiaoming, Ma, Li, Yao, Chuangchuang, Jiang, Shu, Gu, Zhenkui, Zhou, Zhenkai
Format: Article
Language:English
Subjects:
Agriculture
Civil Engineering
Deformation
Drawdown
Earth and Environmental Science
Earth Sciences
Geography
Gullies
High water levels
Hydroelectric power
Hydroelectric power stations
Interferometric synthetic aperture radar
Interferometry
Line of sight
Lithology
Low water levels
Natural Hazards
Original Paper
Reservoir water
Reservoirs
SAR (radar)
Synthetic aperture radar
Synthetic aperture radar interferometry
Topography
Water level fluctuations
Water levels
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Summary:Reservoir filling in large hydropower stations triggers or accelerates deep-seated toppling deformations (DSTDs). In the absence of large failures, toppling can often last long. It is of great significance to study the mechanism of DSTDs for the prediction of affected areas before filling. Taking Yanwan (YW) DSTDs in Xiluodu Reservoir as a sample, we collected 17 scenes of ALOS/PALSAR-1 images and 45 scenes of ALOS/PARSAR-2 images and used the small baseline subset interferometry synthetic aperture radar (SBAS-InSAR) and time-series offset tracking (TSOT) technologies to analyze the spatiotemporal evolution of YW DSTDs before and after reservoir filling. The correlation between deformation and reservoir filling was analyzed with the fluctuation in the reservoir water level. Before filling, there was no deformation in the area of YW DSTDs. After filling, the maximum deformation rate of YW DSTDs measured by TSOT during the study period was around 1500 mm/year in the line-of-sight (LOS) direction. YW DSTDs showed a fluctuating deformation trend, and the deformation rates of the four filling stages were successively from fast to slow: rapid drawdown of water level period, high water level period, low water level period, and rapid rise of water level period. The soft-hard-interbedded structure provides favorable lithology conditions for toppling. The incision of the Jinsha River and the development of gullies led to the topographic condition of exposure on three sides, shaping a convex slope similar to a triangular cone, which provides advantageous topographic conditions for toppling.
ISSN:1612-510X
1612-5118
DOI:10.1007/s10346-024-02220-0