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环境数据失真条件下土石坝变形预测方法研究OA

Deformation prediction method of earth rock dams under environmental data distortion conditions

中文摘要英文摘要

在土石坝日常运行管理过程中,监测资料时常出现环境数值失真及序列空白中断等现象,基于传统预测手段难以开展科学可靠的大坝变形行为及健康态势分析,因此,本文提出了基于单时序优化模型和多尺度组合理论的土石坝变形预测方法.考虑到土石坝变形行为具有强时间依赖特征,以精准捕捉目标变量的自相关性为导向,建立具有优良全局依赖学习能力的 Transformer 单时序训练模型;引入变分模态分解技术对训练样本进行分频预处理,降低数据内部多频分量及噪声的交叉干扰影响;利用开普勒算法对变分模态分解的预设参数及各子序列训练输入的历史信息量进行寻优求解,据此构建出环境数据失真条件下土石坝变形预测模型.工程实例分析表明,本文方法在训练处理非平稳、低质量监测数据时展现出较强的预测性能和泛化能力,为复杂监测条件下土石坝变形分析提供了实用可靠的技术支撑.

During the daily operation and management of an earth-rock dam,data monitoring often suffers from difficulties caused by environmental data distortion and even data sequence gaps or interruptions.Owing to this challenge,traditional prediction methods have struggled to conduct a scientific and reliable analysis of the dam's deformation behaviors and health conditions.This paper presents a novel prediction method for earth-rock dam deformation,based on a single-time-series optimization model and the multi-scale combination theory.We consider the strong time-dependence of these deformation behaviors,and construct a Transformer single-time-series training model that features an excellent capability of global dependency learning to capture the autocorrelation of target variables accurately.And,variational mode decomposition is adopted to implement frequency-domain preprocessing of the training samples to reduce cross-interference from multi-frequency components and noise within the data.Further,we use the Kepler optimization algorithm to optimize the decomposition parameters and the historical information volume input for sub-sequence training,and thereby achieve a deformation prediction model for earth-rock dams under the condition of environmental data distortion.Case studies demonstrate this new method presents satisfactory prediction performance and strong generalization capability of handling non-stationary and low-quality monitoring data,showing a promising potential for practical deformation analysis of earth-rock dams under complicated monitoring conditions.

陈良捷;李萌;李焱;林太清;熊家归

江西省水利科学院,南昌 330029||江西省水工安全工程技术研究中心,南昌 330029||水旱灾害防御江西省重点实验室,南昌 330029||江西省鄱阳湖流域生态水利技术创新中心,南昌 330029江西省水利科学院,南昌 330029||江西省水工安全工程技术研究中心,南昌 330029||水旱灾害防御江西省重点实验室,南昌 330029||江西省鄱阳湖流域生态水利技术创新中心,南昌 330029江西省水利科学院,南昌 330029||江西省水工安全工程技术研究中心,南昌 330029||水旱灾害防御江西省重点实验室,南昌 330029||江西省鄱阳湖流域生态水利技术创新中心,南昌 330029江西省水利科学院,南昌 330029||江西省水工安全工程技术研究中心,南昌 330029||水旱灾害防御江西省重点实验室,南昌 330029||江西省鄱阳湖流域生态水利技术创新中心,南昌 330029江西省水利科学院,南昌 330029||江西省水工安全工程技术研究中心,南昌 330029||水旱灾害防御江西省重点实验室,南昌 330029||江西省鄱阳湖流域生态水利技术创新中心,南昌 330029

建筑与水利

土石坝变形监测预测方法环境数据失真单时间序列模型

earth-rock damdeformation monitoringprediction methodenvironmental data distortionsingle-time-series model

《水力发电学报》 2026 (5)

80-94,15

国家自然科学基金项目(5256902352469020)江西省水利厅科技项目(202425YBKT05)

10.11660/slfdxb.20260507

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