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水力发电学报 ›› 2026, Vol. 45 ›› Issue (2): 31-45.doi: 10.11660/slfdxb.20260203

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大型闸室泄洪流固耦合场预测重构研究及其数值分析

  

  • 出版日期:2026-02-25 发布日期:2026-02-25

Study on predictive reconstruction and numerical simulations of fluid-structure interaction fields in large-scale sluice chambers

  • Online:2026-02-25 Published:2026-02-25

摘要: 为了研究大型闸孔泄洪流场与闸室结构耦合机理,分析预测闸室结构应力应变特征,以大藤峡水利枢纽泄洪高孔为研究对象,提出基于流固耦合有限元模拟与BPNN融合的闸室应力位移协同预测方法,实现基于数值模拟数据的数字孪生。首先采用COMSOL平台建立水流-闸室有限元模型,对流量为23400 m3/s、30600 m3/s、39000 m3/s、42300 m3/s和66200 m3/s五种泄洪工况流固耦合过程进行模拟,分别获得闸孔流场特征及其作用下的闸室结构受力规律;在闸室结构和闸孔流场中布设1250个相互映射监测点,以15 s为时间间隔,提取流场的流速、压力、湍流强度和涡量4个参数的数据,同样提取闸室结构应力场应力和位移参数的数据,构建神经网络模型训练数据集;然后以监测点空间坐标和上述流场参数为输入特征,以闸室应力和位移为输出特征,建立BPNN模型,开展神经网络模型训练与泛化能力验证。结果表明:所建BPNN模型对闸室应力和位移预测的决定系数R2分别为0.9753和0.9869,其预测精度高;应力预测中有95.95%的数据样本误差在10%内,其中最大绝对误差0.097 MPa;预测结果中位移有99.13%的数据样本误差也在10%内,最大绝对误差为0.395 mm,低于0.45 mm的闸体接缝容许变形阈值。通过研究验证,所提的协同预测方法可行,所建立的BPNN模型对闸室应力位移预测可靠;证明所提的研究方法科学可行。

关键词: 泄洪闸室, 流-固耦合有限元, BP神经网络, 模拟预测, 流场重构

Abstract: To examine the interaction mechanism between flood discharge and a sluice chamber, a novel method is developed coupling fluid-structure interaction (FSI) Finite Element analysis with a Back Propagation Neural Network, based on stress-strain characteristics, and applied to the Datengxia water control hub project. This method facilitates the development of a digital twin based on numerical simulation data. We construct a finite element model of COMSOL for flood discharge and sluice chamber structure, and simulate five flood discharge scenarios of 23400 m3/s, 30600 m3/s, 39000 m3/s, 42300 m3/s, and 66200 m3/s. Then, we examine the FSI process of the sluice chamber and its corresponding load patterns. A total of 1250 monitoring points are arranged throughout the sluice chamber and the flow domain. The time-sequence data for four hydraulic parameters are extracted at a 15-second interval-flow velocity ( ), pressure ( ), turbulence intensity ( ), and vorticity ( ). And, stress and displacement data are simultaneously collected from the sluice chamber, so that training datasets for the BP Neural Network (BPNN) can be constructed. Finally, we develop a BPNN model for predictions of the sluice chamber’s stress and displacement, using spatial coordinates and hydraulic parameters as inputs, and train and validate it. Results show a high predictive accuracy of this FSI collaborative BPNN method-the coefficient of determination (R2) reaches up to 0.975 for stress and 0.987 for displacement. Specifically, 96.0% of the stress predictions have an error below 10% with the maximum absolute error of 0.097 MPa; 99.1% of the predicted displacements have an error below 10% with the maximum absolute error of 0.395 mm, or significantly below the allowable deformation threshold of 0.45 mm for chamber joints. This study verifies the feasibility of our new method, the reliability of BPNN in predicting stress and displacement in the sluice chamber, and the advantage of methodology.

Key words: sluice chambers, fluid-structure interaction finite element analysis, BP neural network, simulation-based prediction, flow field reconstruction

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