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面板堆石坝渗漏量预测的Seq2Seq-Attention模型OA

Seq2Seq-Attention model for leakage volume prediction of concrete-faced rockfill dams

中文摘要英文摘要

为实现面板堆石坝长时间渗漏量预测,本文提出一种基于Seq2Seq-Attention的预测方法.首先,采用序列到序列(Seq2Seq)模型构建基本预测框架;为评估各特征的重要性并提升模型可解释性,结合皮尔逊与斯皮尔曼相关性分析计算特征相关系数,利用极限梯度提升算法(XGBoost)获取特征重要性指标,综合评判不同特征对渗漏量的影响程度.在此基础上,引入Transformer中的自注意力(Self-Attention)机制,为不同时间步的各特征分配差异化权重,弱化无效信息干扰,进而提升长时间序列渗漏量的预测性能.经R2、MAE、RMSE及 MAPE等指标综合评价,该模型各项指标分别达到0.995、2.23 L/s、3.40 L/s与3.93%,相较于Seq2Seq与双向长短期记忆网络(BiLSTM)模型,评价指标平均提升约0.33%~1.31%,表现出更优的鲁棒性和适用性.进一步,采用深度自适应核密度估计(DAKDE)得到模型残差的概率密度函数和概率预测结果,表明 95%置信区间取得了最佳工程平衡,覆盖概率匹配理论值,区间宽度适中,各项指标均衡,适合实际应用.

To predict the long-term leakage and seepage volume of a concrete-faced rockfill dam,a new method based on the Seq2Seq-Attention model is presented.First,we adopt a Sequence-to-Sequence(Seq2Seq)model to construct a basic prediction framework.To evaluate the importance of each feature and enhance model interpretability,we calculate feature correlation coefficients by combining the Pearson and Spearman correlation analyses,and obtain feature importance indicators by applying the Extreme Gradient Boosting(XGBoost)algorithm,achieving a comprehensive assessment of the impacts of different features on the leakage.Then,a self-attention mechanism from Transformer is adopted to assign differentiated weights to the features at different time steps,so that the interference from irrelevant information is mitigated and the prediction of long-term leakage sequences is improved.A comprehensive evaluation-using the metrics of R²,MAE,RMSE,and MAPE-shows the model'calculations of 0.995,2.23 L/s,3.40 L/s,and 3.93%,respectively,indicating an average improvement of 0.33-1.31%with superior robustness and applicability,compared to the Seq2Seq and Bidirectional Long Short-Term Memory models.Additionally,we apply Depth-based Adaptive Kernel Density Estimation(DAKDE)to calculate the probability density function and probabilistic prediction results of the model residuals.From the results,the 95%confidence interval achieves the best engineering balance,and the coverage probability agrees with its theoretical calculation,with a moderate interval width and a balanced performance across all the metrics,thereby suitable for practical applications.

杨吉健;李典庆;唐小松;柯琴

武汉大学 水资源工程与调度全国重点实验室,武汉 430072||武汉大学 水利水电学院 水工程风险与防灾研究所,武汉 430072||中国电建集团昆明勘测设计研究院有限公司,昆明 650051武汉大学 水资源工程与调度全国重点实验室,武汉 430072||武汉大学 水利水电学院 水工程风险与防灾研究所,武汉 430072武汉大学 水资源工程与调度全国重点实验室,武汉 430072||武汉大学 水利水电学院 水工程风险与防灾研究所,武汉 430072武汉大学 水资源工程与调度全国重点实验室,武汉 430072||武汉大学 水利水电学院 水工程风险与防灾研究所,武汉 430072

建筑与水利

面板堆石坝渗漏量预测Seq2Seq-AttentionDAKDE

concrete-faced rockfill damleakage volume predictionSeq2Seq-AttentionDAKDE

《水力发电学报》 2026 (9)

83-96,14

国家自然科学基金重点项目(52439007)

10.11660/slfdxb.20260908

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