基于深度图特征融合的土石坝变形安全监测多源信息融合模型

Jichen Tian, Yanling Li, Yonghua Luo, Han Zhang, Xiang Lu
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摘要

构建一个整合多源监测信息的土石坝长期变形监测模型,对于提高土石坝的安全状态评估和监测效果非常重要。本文提出了一种新的健康监测模型,即基于深度图特征融合的土石坝变形-渗流-水位多测点健康监测(DSW-MPHM)模型。该模型融合了坝体、坝基和坝肩不同监测点的渗流、变形和水位耦合特征。为实现这一目标,我们首先建立了一个新模块,利用图卷积网络和长短期记忆融合空间和时间特征。然后利用图注意机制提取渗流特征和水位特征。随后,我们采用融合了主成分分析和门控融合器的特征融合技术来构建 DSW-MPHM 模型,从而有效地融合来自多个来源的信息。这种新方法成功地解决了信息冗余和监测模型可靠性有限的问题。为了验证该模型的有效性,我们将其应用于高度为 185.5 米的面板堆石坝的内窥镜变形监测项目。结果表明,与 10 个基准预测模型相比,所提出的方法具有更高的稳定性和有效性。此外,从模型中提取的渗流和水位特征的合理性也得到了验证。因此,我们提出的模型非常适合实际工程应用。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Multisource information fusion model for deformation safety monitoring of earth and rock dams based on deep graph feature fusion
Constructing a long-term deformation monitoring model for earth–rock dams that integrates multisource monitoring information is highly important for enhancing the safety state evaluation and monitoring effectiveness of such dams. In this paper, we propose a new health monitoring model named the deformation–seepage–water level multimeasurement point health monitoring (DSW-MPHM) model for earth–rock dams based on deep graph feature fusion. This model fuses coupled seepage, deformation, and water level features from different monitoring sites of the dam body, base, and shoulder. To achieve this goal, we first establish a new module to fuse spatial and temporal features using graph convolutional networks and long short-term memory. Seepage features and water level features are then extracted using graph attention mechanisms. Subsequently, we employ the feature fusion technique, which incorporates principal component analysis and gated fusers, to construct the DSW-MPHM model, which effectively fuses information from multiple sources. This novel approach successfully addresses the issues of information redundancy and the limited reliability of monitoring models. To verify the validity of the model, it is applied to an endoscopic deformation monitoring program of a panel rockfill dam with a height of 185.5 m. The results demonstrate the superior stability and effectiveness of the proposed method compared to those of 10 baseline prediction models. Additionally, the characterization of the seepage and water level features extracted from the model is verified for its reasonableness. Thus, our proposed model is well suited for practical engineering applications.
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