Dam Deformation Prediction Considering the Seasonal Fluctuations Using Ensemble Learning Algorithm

Mingkai Liu, Yanming Feng, Shanshan Yang, Huaizhi Su
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Abstract

Dam deformation is the most visual and relevant monitoring quantity that reflects the operational condition of a concrete dam. The seasonal variations in the external environment can induce seasonal fluctuations in the deformation of concrete dams. Hence, preprocessing the deformation monitoring series to identify seasonal fluctuations within the series can effectively enhance the accuracy of the predictive model. Firstly, the dam deformation time series are decomposed into the seasonal and non-seasonal components based on the seasonal decomposition technique. The advanced ensemble learning algorithm (Extreme Gradient Boosting model) is used to forecast the seasonal and non-seasonal components independently, as well as employing the Tree-structured Parzen Estimator (TPE) optimization algorithm to tune the model parameters, ensuring the optimal performance of the prediction model. The results of the case study indicate that the predictive performance of the proposed model is intuitively superior to the benchmark models, demonstrated by a higher fitting accuracy and smaller prediction residuals. In the comparison of the objective evaluation metrics RMSE, MAE, and R2, the proposed model outperforms the benchmark models. Additionally, using feature importance measures, it is found that in predicting the seasonal component, the importance of the temperature component increases, while the importance of the water pressure component decreases compared to the prediction of the non-seasonal component. The proposed model, with its elevated predictive accuracy and interpretability, enhances the practicality of the model, offering an effective approach for predicting concrete dam deformation.
使用集合学习算法进行考虑季节波动的大坝变形预测
大坝变形是反映混凝土大坝运行状况的最直观、最相关的监测量。外部环境的季节性变化会引起混凝土大坝变形的季节性波动。因此,对变形监测序列进行预处理,识别序列中的季节波动,可以有效提高预测模型的准确性。首先,根据季节分解技术将大坝变形时间序列分解为季节和非季节成分。利用先进的集合学习算法(极端梯度提升模型)对季节和非季节成分进行独立预测,并采用树状结构帕尔森估计器(TPE)优化算法对模型参数进行调整,确保预测模型的最优性能。案例研究结果表明,拟议模型的预测性能直观上优于基准模型,具体表现为拟合精度更高、预测残差更小。在客观评价指标 RMSE、MAE 和 R2 的比较中,所提出的模型优于基准模型。此外,使用特征重要性度量发现,在预测季节性分量时,与预测非季节性分量相比,温度分量的重要性增加,而水压分量的重要性降低。所提出的模型具有更高的预测精度和可解释性,增强了模型的实用性,为预测混凝土大坝变形提供了一种有效的方法。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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