基于滞后衰减效应与主控因子筛选策略的库岸滑坡位移预测模型

Based on Lagged Attenuation Effect and Key Factor Selection Strategy for Reservoir Bank Slope Displacement Prediction Model

  • 摘要: 针对现有库岸滑坡位移预测研究未充分考量降雨-库水位滞后衰减效应及跨尺度模型适应性不足的问题,提出一种新的基于滞后衰减效应的主控因子筛选策略并结合灰狼优化算法(grey wolf optimization,GWO)、双向时间卷积神经网络(bidirectional temporal convolutional networks,BITCN)、双向门控循环单元(bidirectional gated recurrent unit,BIGRU)和注意力机制(Attention)的组合模型的库岸滑坡位移动态预测方法。该方法首先采用自适应白噪声完全集合经验模态分解技术将滑坡累积位移分解为趋势项和周期项,并利用二次指数平滑法对趋势项位移进行预测。接着,引入前期降雨指数(antecedent precipitation index,API)等关键因子,融合多种特征筛选算法提取库岸滑坡主控因子。最后,利用GWO-BITCN-BIGRU-Attention模型对滑坡周期项位移进行预测。实验选取三峡库区不同时间尺度的新铺滑坡和白水河滑坡进行模型验证。消融实验和对比实验结果表明:相较于现有模型,本文提出的顾及滞后衰减效应的主控因子筛选策略及混合模型具有更高的预测精度,在不同时间尺度库岸滑坡位移预测研究中具有较好的适用性。

     

    Abstract: Objectives: The distinct step-like deformation characteristics and complex creep-mutation state transitions exhibited by landslides along the Three Gorges Reservoir banks, resulting from the dynamic coupling effects of rainfall and reservoir water level fluctuations, pose significant challenges for existing displacement prediction methods. Specifically, these challenges include difficulties in effectively characterizing the lag decay effects of rainfall-reservoir level interactions and insufficient cross-scale model adaptability, which severely constrain prediction accuracy. Methods: To address these issues, this study proposes a novel dynamic displacement prediction method for reservoir bank landslides. This method integrates a new lag-decayeffect-based dominant factor screening strategy with a combined model utilizing grey wolf optimizer (GWO), bidirectional temporal convolutional neural network (BITCN), bidirectional gated recurrent unit (BIGRU), and attention mechanism. The model aims to simultaneously capture time-series features and high-dimensional dynamic spatial features. Using the Xinpu and Baishuihe landslides in the Three Gorges Reservoir area as case studies at different temporal scales, we first decomposed cumulative landslide displacement into trend and periodic components using complete ensemble empirical mode decomposition with adaptive noise (CEEMDAN). Trend displacement was predicted using the double exponential smoothing method. Subsequently, we conducted an in-depth analysis of the dynamic response of landslide deformation to rainfall and reservoir level variations, explicitly considering their lag decay effects on displacement evolution. Building on this, we employed a comprehensive approach combining recursive feature elimination with cross-validation and extreme gradient boosting (RFECVXGBoost), classification and regression trees (CART), and the maximal information coefficient (MIC) to screen for the dominant factors controlling displacement evolution, identifying the antecedent precipitation index (API) as the core factor. Finally, the GWO-BITCN-BIGRU-Attention model was applied to predict the periodic displacement component. Results: The analysis of engineering examples shows that the method proposed in this paper is significantly superior to the existing methods in terms of correlation coefficient, root mean square error and other indicators. Conclusions: Model evaluation and ablation experiments demonstrate that the proposed method effectively characterizes the time-varying dynamic influence patterns of the lag decay effects associated with rainfall and reservoir water level fluctuations. Furthermore, these experiments confirm the method's capability to capture and learn the long-term dynamic evolutionary characteristics of reservoir bank landslide displacement across diverse temporal scales, leading to a significant improvement in displacement prediction accuracy.

     

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