融合时空聚类和ILOF的混凝土坝变形异常值识别方法

    Integration of Spatio-temporal Clustering and an Improved LOF for Outlier Detection in Concrete Dam Deformation Monitoring

    • 摘要: 针对大坝变形监测数据异常值识别方法难以表征各测点异常值时空关联性的问题,提出了一种融合时空聚类和改进LOF的混凝土坝变形异常值识别方法。首先,融合最大最小距离法与动态时间规整(DTW)算法构建时空综合距离度量模型;其次,采用K-Means算法实现测点时空聚类分区;然后,在各分区内选取代表性测点,结合基于加权马氏距离改进的局部离群因子(ILOF)算法进行异常值识别;最后,通过分析测点的环境相关性变化验证方法有效性。结果表明:在不同程度的异常值干扰下,该方法查全率(R)达93.02%,查准率(P)达88.54%,准确率(A)达96.54%。本方法的识别准确率较传统LOF、K-Means-LOF及基于DTW的识别方法均有所提升。该方法通过深度挖掘监测数据的时空关联特征,显著提升了异常值识别精度,为大坝安全监测数据的质量控制提供了有效的技术支撑,具有重要的工程应用价值。

       

      Abstract: Conventional outlier detection methods for dam deformation monitoring data often fail to adequately capture spatio-temporal correlations among outliers across different measurement points. To overcome this limitation, this study introduces a novel approach for detecting outliers in concrete dam deformation by integrating spatio-temporal clustering with an improved Local Outlier Factor (ILOF) algorithm. The proposed methodology involves four main steps: First, a composite spatio-temporal distance metric is developed by combining the maximum-minimum distance method with the Dynamic Time Warping (DTW) algorithm. Second, the K-Means algorithm is applied to partition monitoring points into clusters based on the proposed distance metric. Third, representative points within each cluster are selected and analyzed using an ILOF algorithm enhanced with weighted Mahalanobis distance. Finally, the effectiveness of the method is evaluated by examining variations in environmental correlations across monitoring points. Experimental results demonstrate that the proposed method achieves a recall (R) of 93.02%, precision (P) of 88.54%, and accuracy (A) of 96.54% under varying levels of outlier interference. Comparative analysis shows that the proposed method outperforms conventional approaches including standalone LOF, K-Means-LOF, and DTW-based methods in terms of detection accuracy. By effectively leveraging spatio-temporal correlations within monitoring data, the method significantly improves detection precision and offers a robust framework for quality control of dam safety monitoring data, demonstrating substantial potential for practical engineering applications.

       

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