A Multi-model Coupled Dam Deformation Prediction Method Based on Interpretable Factor Selection

  • LIU Cong-cong , 1, 2 ,
  • ZHANG Feng 3 ,
  • HU Chao , 2, 4, 5 ,
  • ZHANG Qi-ling 2, 4, 5 ,
  • GUO Yong-cheng 1
Expand
  • 1. College of Civil Engineering & Architecture, China Three Gorges University, Yichang 443002, China
  • 2. Hubei Technology Innovation Center for Smart Hydropower, Engineering Safety and Disaster Prevention Department, Changjiang River Scientific Research Institute, Wuhan 430010, China
  • 3. China Three Gorges Construction Engineering Corporation, Chengdu 610000, China 4. Research Center on Water Engineering Safety and Disease Prevention of Ministry of Water Resources, Changjiang River Scientific Research Institute, Wuhan 430010, China
  • 4. National Center for Dam Safety Engineering Technology Research, Changjiang River Scientific Research Institute, Wuhan 430010, China

Received date: 2024-09-27

  Revised date: 2024-11-27

  Online published: 2025-01-23

Abstract

At present, it is difficult for traditional models and single models to fully capture the complexity and diversity of dam deformation data, resulting in limited predictive performance and interpretation ability. In order to solve the above problems, an efficient and interpretable dam deformation prediction method was proposed by combining and optimizing various prediction models. First, the Least Absolute Shrinkage and Selection Operation (LASSO) was used for efficient screening among environmental variables, both simplifying model input and explaining the reliability of factor selection. Then, Long Short-Term Memory (LSTM) network was employed to predict dam deformation, and Attention Mechanism was introduced to enhance the extraction of important information. Finally, Bagging (bootstrap aggregating) algorithm was used to integrate multiple model prediction results to further improve the accuracy, stability and generalization ability of the overall prediction. Taking a roller-compacted concrete gravity dam as an example, the model built has a high prediction accuracy, and the average MAE, MSE and RMSE at each measuring point are 0.042mm, 0.004mm and 0.053mm respectively. The comparative analysis with various commonly used models shows that the coupled model can capture the dynamic change of dam deformation more accurately, which provides a simple and efficient method for the study of prediction models.

Cite this article

LIU Cong-cong , ZHANG Feng , HU Chao , ZHANG Qi-ling , GUO Yong-cheng . A Multi-model Coupled Dam Deformation Prediction Method Based on Interpretable Factor Selection[J]. Journal of Changjiang River Scientific Research Institute, 0 . DOI: 10.11988/ckyyb.20241019

[1]
李明超, 任秋兵, 孔锐, 等. 多维复杂关联因素下的大坝变形动态建模与预测分析[J]. 水利学报, 2019, 50(6): 687-698.

LI Ming-chao, REN Qiu-bing, KONG Rui, et al. Dynamic Modeling and Prediction Analysis of Dam Deformation under Multidimensional Complex Relevance[J]. Journal of Hydraulic Engineering, 2019, 50(6): 687-698. (in Chinese))

[2]
王瑞婕, 包腾飞, 李扬涛, 等. 基于多因子融合和Stacking集成学习的大坝变形组合预测模型[J]. 水利学报, 2023, 54(4): 497-506.

WANG Rui-jie, BAO Teng-fei, LI Yang-tao, et al. Combined Prediction Model of Dam Deformation Based on Multi-factor Fusion and Stacking Ensemble Learning[J]. Journal of Hydraulic Engineering, 2023, 54(4): 497-506. (in Chinese))

[3]
龙江, 左生龙, 徐朗, 等. 基于影响因子筛选和GWO-KELM的大坝变形预测模型[J]. 中国农村水利水电2024, (8): 194-199,207.

( LONG Jiang, ZUO Sheng-long, XU Lang, et al. Dam Deformation Prediction Model Based on Impact Factors Screening and GWO-KELM[J]. China Rural Water and Hydropower, 2024, (8): 194-199,207. (in Chinese )

[4]
张孟昕, 陈波, 刘伟琪, 等. SSA-XGBoost与时空特征选取的大坝变形预测模型[J]. 水力发电学报, 2024, 43(1): 84-98.

ZHANG Meng-xin, CHEN Bo, LIU Wei-qi, et al. Dam Deformation Prediction Model Selected by SSA-XGBoost and Temporal and Spatial Features[J]. Journal of Hydroelectric Engineering, 2024, 43(1): 84-98. (in Chinese))

[5]
罗璐, 李志, 张启灵. 大坝变形预测的最优因子长短期记忆网络模型[J]. 水力发电学报, 2023, 42(2): 24-35.

LUO Lu, LI Zhi, ZHANG Qi-ling. Optimal Factor Set Based Long Short-Term Memory Network Model for Prediction of Dam Deformation[J]. Journal of Hydroelectric Engineering, 2023, 42(2): 24-35. (in Chinese))

[6]
黄海燕, 艾星星, 刘兴阳, 等. 基于可解释性分析的大坝变形监控模型对比研究[J]. 人民长江, 2024, 55(9): 203-209.

HUANG Hai-yan, AI Xing-xing, LIU Xing-yang, et al. Comparison of Prediction Model for Dam Deformation Based on Interpretability Analysis[J]. Yangtze River, 2024, 55(9): 203-209. (in Chinese))

[7]
陈斯煜, 顾冲时, 盛金保, 等. SBL驱动的可解释性大坝变形区间预测模型[J/OL]. 水力发电学报, 1-11[2024-11-22]. 2024-11-22]. http: //kns. cnki.net/kcms/detail/11.2241.TV.20241016.0900.006.html. ) (in Chinese)

[8]
姜振翔, 徐镇凯, 魏博文. 基于小波分解和支持向量机的大坝位移监控模型[J]. 长江科学院院报, 2016, 33(1): 43-47.

JIANG Zhen-xiang, XU Zhen-kai, WEI Bo-wen. A Monitoring Model of Dam Displacement Based on Wavelet Decomposition and Support Vector Machine[J]. Journal of Changjiang River Scientific Research Institute, 2016, 33(1): 43-47. (in Chinese))

[9]
朱小韦, 袁占良, 李宏超. 基于BP-PCA-WCA-SVM的混凝土大坝变形预测方法[J]. 长江科学院院报, 2024, 41(9): 138-145.

ZHU Xiao-wei, YUAN Zhan-liang, LI Hong-chao. A Method of Predicting Concrete Dam Deformation Based on BP-PCA-WCA-SVM[J]. Journal of Changjiang River Scientific Research Institute, 2024, 41(9): 138-145. (in Chinese))

[10]
崔婷婷, 安雪莲, 孙德亮, 等. 基于SHAP的可解释机器学习的滑坡易发性评价模型[J/OL]. 成都理工大学学报(自然科学版), 1-29[2024-11-22]. 2024-11-22]. http: //kns. cnki. net/kcms/detail/51. 1634. N. 20240819. 1531. 004. html. ) (in Chinese)

[11]
李端有, 周元春, 甘孝清. 混凝土拱坝多测点确定性位移监控模型研究[J]. 水利学报, 2011, 42(8): 981-985,994.

( LI Duan-you, ZHOU Yuan-chun, GAN Xiao-qing. Research on Multiple Points Deterministic Displacement Monitoring Model of Concrete Arch Dam[J]. Journal of Hydraulic Engineering, 2011, 42(8): 981-985,994. (in Chinese )

[12]
何裕坤, 晁阳, 李同春, 等. 基于SBO-LSTM的大坝变形预测模型[J]. 水利水电技术(中英文), 2024, 55(S1): 78-86.

( HE Yu-kun, CHAO Yang, LI Tong-chun, et al. Dam Deformation Prediction Model Based on SBO-LSTM[J]. Water Resources and Hydropower Engineering, 2024, 55(S1): 78-86. (in Chinese ) : 78-86. (in Chinese))

[13]
翁鸣昊, 项兴华, 陈俊涛, 等. 基于LSTM与Transformer的大坝变形预测研究[J]. 中国农村水利水电, 2024, (4): 250-257.

( WENG Ming-hao, XIANG Xing-hua, CHEN Jun-tao, et al. Dam Deformation Prediction Research Based on LSTM and Transformer[J]. China Rural Water and Hydropower, 2024, (4): 250-257. (in Chinese )

[14]
姜建国, 陈鹏, 郭晓丽, 等. 基于双注意力机制的Seq2Seq短期负荷预测[J]. 吉林大学学报(信息科学版), 2023, 41(2): 251-258.

JIANG Jian-guo, CHEN Peng, GUO Xiao-li, et al. Seq2seq Short-term Load Forecasting Based on Double Attention Mechanism[J]. Journal of Jilin University(Information Science Edition), 2023, 41(2): 251-258. (in Chinese))

[15]
向镇洋, 包腾飞, 白妍丽, 等. 基于混合注意力机制和深度学习的大坝变形预测模型[J]. 水利水电科技进展, 2023, 43(2): 96-101.

XIANG Zhen-yang, BAO Teng-fei, BAI Yan-li, et al. Dam Deformation Prediction Model Based on Mixed Attention Mechanism and Deep Learning[J]. Advances in Science and Technology of Water Resources, 2023, 43(2): 96-101. (in Chinese))

[16]
王晓玲, 梁羽翎, 王佳俊, 等. 耦合注意力机制大坝变形改进LSTM序列到序列预测模型[J]. 天津大学学报(自然科学与工程技术版), 2023, 56(7): 702-712.

WANG Xiao-ling, LIANG Yu-ling, WANG Jia-jun, et al. Improved LSTM Sequence-to-Sequence Prediction Model for Dam Deformation Coupled with Attention Mechanism[J]. Journal of Tianjin University (Science and Technology), 2023, 56(7): 702-712. (in Chinese))

[17]
REN Q B, LI M C, L H, et al. A Novel Deep Learning Prediction Model for Concrete Dam Displacements Using Interpretable Mixed Attention Mechanism[J]. Advanced Engineering Informatics, 2021, 50: 101407.

[18]
郭张军, 黄华东, 屈旭东. 基于深度学习的大坝变形预测模型[J]. 水电能源科学, 2020, 38(3): 83-86,185.

( GUO Zhang-jun, HUANG Hua-dong, QU Xu-dong. Dam Deformation Prediction Model Based on Deep Learn[J]. Water Resources and Power, 2020, 38(3): 83-86,185. (in Chinese )

[19]
施彦彤, 郑东健, 赵汉, 等. 基于CNN-Attention-LSTM的大坝变形预测模型[J]. 水利水电技术(中英文), 2024, 55(9): 121-132.

SHI Yan-tong, ZHENG Dong-jian, ZHAO Han, et al. A Dam Deformation Prediction Model Based on CNN-Attention-LSTM[J]. Water Resources and Hydropower Engineering: 2024, 55(9): 121-132. (in Chinese))

[20]
邓思源, 周兰庭, 王飞, 等. 大坝变形的XGBoost-LSTM变权组合预测模型及应用[J]. 长江科学院院报, 2022, 39(10): 72-79.

DENG Si-yuan, ZHOU Lan-ting, WANG Fei, et al. XGBoost-LSTM Combinatorial Model with Variable Weight for Dam Deformation Prediction and Its Application[J]. Journal of Changjiang River Scientific Research Institute, 2022, 39(10): 72-79. (in Chinese))

[21]
刘丹, 吕倩, 胡少华, 等. 大坝变形GA-LSTM组合预测模型研究[J]. 安全与环境学报, 2023, 23(7): 2246-2253.

LIU Dan, LV Qian, HU Shao-hua, et al. A Combined Model for Predicting Dam Deformation Based on Genetic Algorithm and Long Short-term Memory Neural Network[J]. Journal of Safety and Environment, 2023, 23(7): 2246-2253. (in Chinese))

[22]
王悦, 曹颖, 许方党, 等. 考虑非滑坡样本选取和集成机器学习方法的水库滑坡易发性预测[J]. 地球科学, 2024, 49(5): 1619-1635.

WANG Yue, CAO Ying, XU Fang-dang, et al. Reservoir Landslide Susceptibility Prediction Considering Non-landslide Sampling and Ensemble Machine Learning Methods[J]. Earth Science, 2024, 49(5): 1619-1635. (in Chinese))

[23]
FAN J Z, FAN Z Y. A Time Series Regression Model Via Improved PCA and Bagging Algorithms[J]. Academic Journal of Engineering and Technology Science, 2023, 6(5): 23-29.

[24]
王晓玲, 谢怀宇, 王佳俊, 等. 基于Bootstrap和ICS-MKELM算法的大坝变形预测[J]. 水力发电学报, 2020, 39(3): 106-120.

WANG Xiao-ling, XIE Huai-yu, WANG Jia-jun, et al. Prediction of Dam Deformation Based on Bootstrap and ICS-MKELM Algorithms[J]. Journal of Hydroelectric Engineering, 2020, 39(3): 106-120. (in Chinese))

Outlines

/