Detection and monitoring of active landslides after the initial impoundment of the Baihetan Reservoir (China) using time series InSAR method

IF 4.2 2区 工程技术 Q3 ENGINEERING, ENVIRONMENTAL Bulletin of Engineering Geology and the Environment Pub Date : 2025-01-27 DOI:10.1007/s10064-025-04110-8
Xiaosong Feng, Chaoying Zhao, Xiaojie Liu, Ming Yan
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Abstract

The Baihetan hydropower station began impounding water on April 6, 2021, and its water level rose from 660 \(m\) to 817m by September 30, 2021. It is of great significance to catalog the landslides dynamically in the reservoir area and analyze the landslides deformation characteristics after impounding water. Stacking InSAR technology with ascending and descending Sentinel-1A data is applied to detect the potential active landslides on the upstream and downstream of Baihetan hydropower station from January 1, 2020 to April 6, 2022. Results show that a total of 76 active landslides were detected, and 21 landslides underwent significant deformation after impounding water. We analyze the relationship between slope stability and triggering factors, such as reservoir water level and rainfall to Mianshawan landslide, to which the displacement time series was obtained by small baseline subset (SBAS) InSAR technique. Results showed that the landslide was stable before impounding water, but increased to 15 cm/a after impounding water. Pearson correlation analysis revealed a 72-day lag between the displacement trend term of the landslide and the reservoir water level fluctuation. Wavelet analysis revealed a 60–90-day time lag between displacement trend term and precipitation, with common power on an interannual scale. The first impoundment of the Baihetan reservoir significantly enhanced the common power of precipitation and periodic term displacement on a quarterly scale. This research provides a reference for landslides detection and kinematics analysis in the reservoir regions.

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白鹤滩水库初始蓄水后活动性滑坡的时间序列InSAR检测与监测
白鹤滩水电站于2021年4月6日开始蓄水,至2021年9月30日水位由660 \(m\)升至817m。对库区滑坡进行动态分类,分析库区蓄水后滑坡变形特征具有重要意义。利用Sentinel-1A上行和下行数据叠加InSAR技术,对2020年1月1日至2022年4月6日白河滩水电站上下游潜在活动性滑坡进行探测。结果表明:共检测到活动滑坡76个,其中21个滑坡蓄水后发生了明显的变形。利用小基线子集(SBAS) InSAR技术获得了绵沙湾滑坡的位移时间序列,分析了坡面稳定性与水库水位、降雨等触发因素之间的关系。结果表明:蓄水前滑坡稳定,蓄水后滑坡增加至15 cm/a;Pearson相关分析表明,滑坡位移趋势项与水库水位波动之间存在72 d的滞后。小波分析表明,位移趋势项与降水之间存在60 ~ 90 d的时间滞后,在年际尺度上具有共同幂次。白鹤滩水库的首次蓄水在季度尺度上显著增强了共同降水能力和周期期位移。该研究为库区滑坡检测和运动学分析提供了参考。
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来源期刊
Bulletin of Engineering Geology and the Environment
Bulletin of Engineering Geology and the Environment 工程技术-地球科学综合
CiteScore
7.10
自引率
11.90%
发文量
445
审稿时长
4.1 months
期刊介绍: Engineering geology is defined in the statutes of the IAEG as the science devoted to the investigation, study and solution of engineering and environmental problems which may arise as the result of the interaction between geology and the works or activities of man, as well as of the prediction of and development of measures for the prevention or remediation of geological hazards. Engineering geology embraces: • the applications/implications of the geomorphology, structural geology, and hydrogeological conditions of geological formations; • the characterisation of the mineralogical, physico-geomechanical, chemical and hydraulic properties of all earth materials involved in construction, resource recovery and environmental change; • the assessment of the mechanical and hydrological behaviour of soil and rock masses; • the prediction of changes to the above properties with time; • the determination of the parameters to be considered in the stability analysis of engineering works and earth masses.
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