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    考虑注意力机制的新型深度学习模型预测滑坡位移

    郭子正 杨玉飞 何俊 黄达

    郭子正, 杨玉飞, 何俊, 黄达, 2024. 考虑注意力机制的新型深度学习模型预测滑坡位移. 地球科学, 49(5): 1665-1678. doi: 10.3799/dqkx.2022.306
    引用本文: 郭子正, 杨玉飞, 何俊, 黄达, 2024. 考虑注意力机制的新型深度学习模型预测滑坡位移. 地球科学, 49(5): 1665-1678. doi: 10.3799/dqkx.2022.306
    Guo Zizheng, Yang Yufei, He Jun, Huang Da, 2024. Landslide Displacement Prediction Based on a Deep Learning Model Considering the Attention Mechanism. Earth Science, 49(5): 1665-1678. doi: 10.3799/dqkx.2022.306
    Citation: Guo Zizheng, Yang Yufei, He Jun, Huang Da, 2024. Landslide Displacement Prediction Based on a Deep Learning Model Considering the Attention Mechanism. Earth Science, 49(5): 1665-1678. doi: 10.3799/dqkx.2022.306

    考虑注意力机制的新型深度学习模型预测滑坡位移

    doi: 10.3799/dqkx.2022.306
    基金项目: 

    国家自然科学基金项目 42307248

    国家自然科学基金项目 U23A2047

    国家自然科学基金项目 41972297

    河北省自然科学基金项目 D2022202005

    详细信息
      作者简介:

      郭子正(1994-),男,副教授,主要从事地质灾害监测预警和风险评估方面的研究. ORCID:0000-0002-9847-2596. E-mail:zizheng.guo@hebut.edu.cn

      通讯作者:

      黄达,ORCID:0000-0002-2795-1354. E-mail: dahuang@hebut.edu.cn

    • 中图分类号: P64

    Landslide Displacement Prediction Based on a Deep Learning Model Considering the Attention Mechanism

    • 摘要: 现有的基于数据驱动的滑坡位移预测模型大多是基于时间序列数据的单点建模,不能考虑整个边坡的变形相关性和滑坡变形的全局建模.为了克服这一缺点,本研究提出了一种基于时空注意(spatial-temporal attention,STA)机制的深度学习模型,该模型将卷积神经网络(convolutional neural network,CNN)与长短时记忆(long short-term memory)神经网络相结合.通过CNN和卷积注意力模块提取滑坡位移的空间变形特征,利用时间注意机制和LSTM模型从外部因素的时间序列数据中捕获重要的历史信息.注意力机制输出的注意权重值可以揭示滑坡变形的时间-空间特征.以三峡库区泡桐湾滑坡为例,对该模型的性能进行了验证.结果表明,STA-CNN-LSTM模型预测的均方根误差(RMSE)和平均绝对百分比误差(MAPE)与传统灰狼算法优化的支持向量机(GWO-SVM)模型相比分别下降了9.28%和13.88%.模型因子权重计算结果表明,在监测期内随着时间的推移,降雨对泡桐湾滑坡变形的影响逐渐增加,而库水位的影响逐渐减小.

       

    • 图  1  STA-CNN-LSTM模型的结构

      Fig.  1.  The structure of the STA-CNN-LSTM model

      图  2  彩色数字图像(a)和监测网络空间变形数据(b)在CNN中的数据表示

      Fig.  2.  Presentation of data in CNNs for (a) color digital images and (b) spatial deformation data in monitoring network

      图  3  CBAM概述

      Fig.  3.  Overview of the CBAM

      图  4  时间注意操作的图示

      Fig.  4.  Illustration of the temporal attention operation

      图  5  泡桐湾滑坡监测网

      Fig.  5.  Monitoring network of the Paotongwan landslide

      图  6  泡桐湾滑坡地质剖面-

      Fig.  6.  Geological profile -' of Paotongwan landslide

      图  7  泡桐湾滑坡的累积位移、库水位及降雨量监测数据

      灰色矩形表示滑坡变形的4个明显临时加速度

      Fig.  7.  Monitoring data of cumulative displacement, reservoir level and rainfall at Paotongwan landslide

      图  8  泡桐湾滑坡预测位移与实测位移的比较

      Fig.  8.  The comparison between the predicted and measured displacement at Paotongwan landslide

      图  9  泡桐湾滑坡的空间注意权重分布

      Fig.  9.  Distribution of spatial attention weights of the Paotongwan landslide

      图  10  因子注意权重在泡桐湾滑坡上的分布

      Fig.  10.  Distribution of factor attention weights at the Paotongwan landslide

      图  11  泡桐湾滑坡在多个隐藏时间步长下,STA-CNN-LSTM模型与输入因子的可视化时间注意权重比较

      Fig.  11.  Visualization temporal attention weights compared with input factors of STA-CNN-LSTM model at multiple hidden time steps in Paotongwan landslide

      图  12  4种不同模型预测结果与实际值的比较

      Fig.  12.  Comparison of monitored and predicted landslide displacements using four prediction models for Paotongwan landslide

      表  1  不同模型计算的泡桐湾滑坡位移预测结果的误差

      Table  1.   Errors of the predicted results for the Paotongwan landslide obtained from different models

      监测点 RMSE(mm) MAPE(%)
      GWO-SVM 1CNN-LSTM CNN-LSTM STA-CNN-LSTM GWO-SVM 1CNN-LSTM CNN-LSTM STA-CNN-LSTM
      WS01 13.16 11.33 10.76 9.06 4.49 4.32 4.10 2.88
      WS02 11.57 11.01 12.17 10.13 3.05 3.25 3.81 2.96
      WS03 13.52 12.31 13.47 13.56 5.66 4.96 5.48 5.45
      WS04 14.18 14.13 11.21 11.18 4.46 5.82 4.75 4.37
      WS05 16.87 16.25 16.12 16.17 9.75 7.53 8.15 6.90
      WS06 14.09 18.29 13.89 15.02 6.74 9.94 5.83 6.81
      平均值 13.90 13.89 13.10 12.61 5.69 5.97 5.35 4.90
      下载: 导出CSV
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    • 收稿日期:  2022-07-26
    • 网络出版日期:  2024-06-04
    • 刊出日期:  2024-05-25

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