Preprocessing and prediction method for multi-point deformation data of arch dams based on KPCA-ICFSFDP-MOGP
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(1.College of Water Conservancy and Hydropower Engineering, Hohai University, Nanjing 210098, China;2.State Key Laboratory of Hydrology-Water Resources and Hydraulic Engineering, Hohai University, Nanjing 210098, China;3.China Water Northeastern Investigation, Design & Research Co., Ltd., Changchun 130021, China;4.China Construction Metal Structure Association, Beijing 100037, China)

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TV698.1

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    Abstract:

    In order to analyze the multi-point data of high arch dams more efficiently, the kernel principal component analysis (KPCA) method for error reconstruction was introduced to identify the outliers in the multi-point sequence. To solve the problem of poor performance of the clustering by fast search and find of density peaks (CFSFDP) algorithm in high dimension, the KPCA method was used to reduce the dimension, and an improved CFSFDP (ICFSFDP) algorithm was proposed for automatic selection of cluster center and truncation distance. Based on KPCA-ICFSFDP method and the multiple output Gaussian process (MOGP) method, a multi-point deformation MOGP model was built according to the partition. The results show that for the small number of partitions within the cluster points, compared with the MOGP model without partition, the prediction effect is improved. Meanwhile, for the measurement points with good performance of the overall MOGP model, the prediction accuracy remains high after partitioning, which is improved compared with the single-output Gaussian process model.

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葛盼猛,陈波,刘庭赫,等.基于KPCA-ICFSFDP-MOGP的拱坝多测点变形数据预处理及预测方法[J].水利水电科技进展,2023,43(4):92-97.(GE Panmeng, CHEN Bo, LIU Tinghe, et al. Preprocessing and prediction method for multi-point deformation data of arch dams based on KPCA-ICFSFDP-MOGP[J]. Advances in Science and Technology of Water Resources,2023,43(4):92-97.(in Chinese))

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  • Received:July 22,2022
  • Revised:
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  • Online: July 27,2023
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