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一种基于空间特征融合与多测点协同的变形耦合预测模型OA

Deformation-coupled prediction model based on spatial feature fusion and multi-point collaboration

中文摘要英文摘要

针对传统大坝变形预测模型单点信息割裂、难以兼顾多源环境因素与空间协同效应的不足,本文提出了一种多测点协同的组合预测框架.该框架首先基于相关性变化的 CA-KMeans 聚类方法,将大坝监测测点按时序特征与空间位置划分为若干子簇,以增强测点之间的协同效应;随后构建高维时空特征矩阵(HST-M),融合水位、温度、时效及空间坐标等多源影响因素及测点数据,实现对大坝整体变形行为的全面表征;接着采用自编码器对高维特征进行降维与特征精炼,自动提取关键的非线性关联信息并抑制冗余;最后以岭回归为预测器,利用其 L2 正则化优势,在高维、多重共线性场景下实现了稳定且具有良好泛化能力的变形预测.本文以白鹤滩为案例,研究表明,该框架不仅提升了预测精度和鲁棒性,也具备良好的适用性和计算效率.

This study develops a collaborative multi-point ensemble forecasting framework to address the limitations of conventional dam-deformation prediction models—relying on isolated single-point data and thereby failing to simultaneously account for multi-source environmental factors and spatial synergistic effects.First,we use a correlation variation-based CA-KMeans clustering algorithm to partition the dam's monitoring stations into several sub-clusters by their temporal deformation characteristics and spatial positions,so as to enhance inter-point synergy.And,we construct a high-dimensional spatiotemporal feature matrix(HST-M)by integrating multi-source influencing factors-such as water pressure,temperature,time-dependent effects,and spatial coordinates-to characterize the dam's overall deformation behavior comprehensively.Then,an autoencoder is adopted to perform dimensionality reduction and feature refinement on these high-dimensional inputs,automatically extracting critical nonlinear correlations while suppressing redundancy.Finally,ridge regression serves as the predictor,leveraging its L2 regularization to deliver stable,well-generalized deformation forecasts even under high-dimensional,multicollinear conditions.Case studies demonstrate our new framework not only enhances predictive accuracy and robustness but offers high applicability and computational efficiency.

金申乐;杨平荣;胡超;谭立伟;柳聪聪;甘孝清

长江科学院 工程安全与灾害防治所,武汉 430010中铁水利水电规划设计集团有限公司,南昌 330029长江科学院 工程安全与灾害防治所,武汉 430010||国家大坝安全工程技术研究中心,武汉 430010||水利部水工程安全与病害防治工程技术研究中心,武汉 430010中铁开发投资集团有限公司,昆明 650504荆州三新供电服务有限公司,湖北 荆州 434000长江科学院 工程安全与灾害防治所,武汉 430010||国家大坝安全工程技术研究中心,武汉 430010||水利部水工程安全与病害防治工程技术研究中心,武汉 430010

建筑与水利

大坝变形预测CA-Kmeans高维时空特征自编码器岭回归

damdeformation predictionCA-Kmeanshigh-dimensional spatiotemporal featuresautoencoderridge regression

《水力发电学报》 2026 (4)

27-42,16

国家重点研发计划(2022YFC3005503)中国中铁股份有限公司科技研究开发计划项目(2023-重大-16)

10.11660/slfdxb.20260403

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