Landslide displacement prediction method based on DLNM lag effect analysis: A case study of a certain landslide in the Yangtze River
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摘要:
滑坡位移预测是地质灾害预警与防控的关键。滑坡变形受降雨、库水位等外部因素驱动,其响应过程具有复杂的滞后性与非线性特征,给精准预测带来较大挑战。本文以三峡库区藕塘滑坡为例,提出一种基于分布滞后非线性模型(DLNM)的滑坡位移预测方法,旨在通过量化诱发因素的滞后效应,提升位移预测的精度与可解释性。研究利用DLNM揭示降雨与库水位对地表位移的暴露滞后响应关系,识别关键滞后时段:降雨在一级滑体前缘(FJOT02)和后缘(FJOT05)的最大滞后时间分别为35天和36天;库水位变动中,下降阶段的影响可持续11天,上升阶段为14天。基于滞后特征构建多维度输入集,采用变分模态分解(VMD)对位移序列进行自适应分解,得到趋势项与周期项,并分别用三次指数平滑法(ES)和长短时记忆网络(LSTM)进行分项预测,最终构建融合滞后机制的VMDESLSTM预测模型。以藕塘滑坡FJOT05和FJOT02监测点为例进行实证分析,该模型测试集R²达到0.9865,RMSE为1.1722 mm,预测精度显著优于未考虑滞后效应的对比模型。本方法通过耦合滞后效应分析与机器学习建模,实现了滑坡位移的高精度与可解释预测,为水库滑坡灾害的风险预警与防控提供了可靠的技术支持。
Abstract:Landslide displacement prediction is crucial for geological hazard early warning and prevention. Landslide deformation is driven by external factors such as rainfall and reservoir water level fluctuations, and its response process exhibits complex lag and nonlinear characteristics, posing significant challenges for accurate prediction. Taking the Outang landslide in the Three Gorges Reservoir Area as a case study, this paper proposes a landslide displacement prediction method based on the Distributed Lag Nonlinear Model (DLNM), aiming to enhance the accuracy and interpretability of displacement predictions by quantifying the lag effects of triggering factors. The study utilizes DLNM to reveal the exposure-lag-response relationships between rainfall/reservoir water level and surface displacement, identifying key lag periods: the maximum lag times for rainfall at the front (FJOT02) and rear (FJOT05) sections of the primary sliding mass are 35 days and 36 days, respectively. For reservoir water level changes, the impact of the drawdown phase can last up to 11 days, while the impoundment phase lasts 14 days. Based on these lag characteristics, a multi-dimensional input dataset is constructed. The Variational Mode Decomposition (VMD) method is applied to adaptively decompose the displacement series into trend and periodic components. These components are then separately predicted using the Triple Exponential Smoothing (ES) method and the Long Short-Term Memory (LSTM) network, ultimately constructing a VMD-ES-LSTM prediction model that integrates the lag mechanism. Empirical analysis using monitoring points FJOT05 and FJOT02 at the Outang landslide demonstrates that the proposed model achieves an R² of 0.9865 and an RMSE of 1.1722 mm on the test set. Its prediction accuracy is significantly superior to that of comparative models that do not consider lag effects. By coupling lag effect analysis with machine learning modeling, this method enables high-precision and interpretable landslide displacement prediction, providing reliable technical support for risk early warning and prevention of reservoir landslide hazards.
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