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KPCA-MPA-LSTM组合算法在大坝变形预测中的应用

李保 覃邦隐

广东水利水电Issue(5):1-6,6.
广东水利水电Issue(5):1-6,6.

KPCA-MPA-LSTM组合算法在大坝变形预测中的应用

Application of KPCA-MPA-LSTM Combined Algorithm in Dam Deformation Prediction

李保 1覃邦隐1

作者信息

  • 1. 广西桂工测绘地理信息科技有限公司,广西 桂林 541004
  • 折叠

摘要

Abstract

A dam deformation prediction model based on KPCA-MPA-LSTM algorithm is proposed to address the issues of multiple influencing factors,strong non-linear relationships in deformation monitoring data,and low accuracy of traditional prediction models.Using kernel principal component analysis(KPCA)to reduce the input parameters of the dam prediction model and optimize the input samples of the prediction model.Using the Marine Predator Algorithm(MPA)to optimize the hyperparameters of the Long Short Term Memory Network(LSTM)and minimize its network error.The results show that the algorithm proposed in this paper has higher accuracy in deformation prediction of Fengman Dam compared to the three comparison algorithms,and has certain significance in dam deformation prediction.

关键词

大坝/核主成分分析/海洋捕食者算法/长短期记忆网络/预测

Key words

dam/Kernel principal component analysis/Marine predator algorithm/Long short-term memory network/forecast

分类

水利科学

引用本文复制引用

李保,覃邦隐..KPCA-MPA-LSTM组合算法在大坝变形预测中的应用[J].广东水利水电,2025,(5):1-6,6.

广东水利水电

1008-0112

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