基于KPCA-ICEEMDAN-IWT的特高拱坝变形监测数据预处理方法OA
A data preprocessing method for deformation monitoring of extra-high arch dams based on KPCA-ICEEMDAN-IWT
针对特高拱坝变形监测数据受多重共线性干扰及复杂噪声叠加影响等问题,提出一种融合混合核主成分分析(KPCA)、改进自适应噪声完备集合经验模态分解(ICEEMDAN)与改进小波阈值(IWT)的联合预处理方法.该方法首先通过贝叶斯优化的混合核KPCA构建综合变形指标,消除冗余信息与共线性影响;进而利用ICEEM-DAN 对信号自适应分解,依据多准则精准识别含噪高频分量;最后采用IWT滤除噪声分量,实现有效信号重构.实例分析表明,该组合模型在均方根误差、相关系数等指标上均优于单一 ICEEMDAN、WT及IWT方法,可显著提升去噪精度,保留有用高频信息,为特高拱坝安全监控提供更可靠的数据预处理技术支撑.
To address the challenges of multicollinearity and complex noise interference in deformation monitoring data for ultra-high arch dams,this study proposes a joint preprocessing method integrating hybrid kernel principal component analy-sis(KPCA),improved adaptive noise-complete set empirical mode decomposition(ICEEMDAN),and improved wavelet thresholding(IWT).This method first constructs a comprehensive deformation index via Bayesian optimization of mixed-ker-nel KPCA to eliminate redundant information and collinearity effects.Subsequently,ICEEMDAN is employed for adaptive signal decomposition,enabling multi-criteria identification of high-frequency noise components.Finally,IWT filters out noise components and reconstructs the effective signal.Our case studies demonstrate that this combined model outperforms standa-lone ICEEMDAN,WT,and IWT methods in metrics such as root mean square error and correlation coefficient.It significant-ly enhances noise removal accuracy while effectively preserving useful high-frequency information,providing a more reliable data preprocessing technique for safety monitoring of ultra-high arch dams.
牛景太;余春燕;吴邦彬
江西水利电力大学 水利工程学院,江西南昌 330099江西水利电力大学 水利工程学院,江西南昌 330099江西水利电力大学 水利工程学院,江西南昌 330099
建筑与水利
变形监测核主成分分析ICEEMDAN小波阈值异常值识别数据降噪
deformation monitoringkernel principal component analysisICEEMDANwavelet thresholdingoutlier detec-tiondata noise reduction
《江西水利电力大学学报》 2026 (1)
15-22,8
国家自然科学基金项目(52579124)江西省教育科学技术研究项目(GJJ2201501)江西省水利厅科技项目(202527ZDKT16)
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