A machine learning-based drag model for sand particles in transition flow aided by spherical harmonic analysis and resolved CFD-DEM

IF 5.6 1区 工程技术 Q1 ENGINEERING, GEOLOGICAL
Gaoyang Hu, Bo Zhou, Wenbo Zheng, Changheng Li, Huabin Wang
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Abstract

Given the importance of drag model in solving fluid–particle interactions in unresolved numerical methods, this study proposed a machine learning (ML)-based drag model for irregular sand particles in transition flow, aided by spherical harmonic (SH) analysis and a resolved computational fluid dynamics-discrete element method (CFD-DEM). Initially, realistic particle shapes were reconstructed by the SH function, and their multi-scale shape features were quantified by the energy spectrums of SH frequencies. A developed fictitious domain method, particularly for irregularly shaped clumps, was proposed to solve fluid–solid interactions within resolved CFD-DEM. Subsequently, the fluid flow past a fixed particle test was repetitively simulated by the resolved CFD-DEM for 270 realistic sand particles, and a dataset consisting of 4220 drag coefficients was finally established. A classic ML algorithm, namely the multi-layer perceptron (MLP) neural network, was then utilized to train a drag model associated with the multi-scale shape features, particle orientations, and flow conditions. Compared with the results from the resolved CFD-DEM, the trained MLP model demonstrates both efficiency and accuracy in predicting the drag coefficients of natural sand particles with irregular shapes. This work provides a more reliable drag model for granular soils and shows its potential for application in large-scale modeling using the unresolved CFD-DEM framework.

Abstract Image

基于球谐分析和解析CFD-DEM的过渡流砂粒阻力机器学习模型
考虑到阻力模型在求解未解析数值方法中流体-颗粒相互作用中的重要性,本研究提出了一种基于机器学习(ML)的过渡流不规则砂粒阻力模型,并借助于球面谐波(SH)分析和已解析计算流体动力学-离散元法(CFD-DEM)。首先利用SH函数重构真实粒子形状,并利用SH频率能谱量化粒子的多尺度形状特征。提出了一种发展起来的虚拟域方法,特别是对于不规则形状的团块,在已分解的CFD-DEM中求解流固相互作用。随后,利用解析后的CFD-DEM对270个真实砂粒进行固定颗粒试验,反复模拟流体流动,最终建立了包含4220个阻力系数的数据集。然后使用经典的ML算法,即多层感知器(MLP)神经网络,来训练与多尺度形状特征、颗粒方向和流动条件相关的阻力模型。与解析后的CFD-DEM结果相比,训练后的MLP模型在预测不规则形状天然砂粒阻力系数方面具有较高的效率和准确性。这项工作为颗粒土提供了一个更可靠的阻力模型,并显示了其在使用未解析CFD-DEM框架的大规模建模中的应用潜力。
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来源期刊
Acta Geotechnica
Acta Geotechnica ENGINEERING, GEOLOGICAL-
CiteScore
9.90
自引率
17.50%
发文量
297
审稿时长
4 months
期刊介绍: Acta Geotechnica is an international journal devoted to the publication and dissemination of basic and applied research in geoengineering – an interdisciplinary field dealing with geomaterials such as soils and rocks. Coverage emphasizes the interplay between geomechanical models and their engineering applications. The journal presents original research papers on fundamental concepts in geomechanics and their novel applications in geoengineering based on experimental, analytical and/or numerical approaches. The main purpose of the journal is to foster understanding of the fundamental mechanisms behind the phenomena and processes in geomaterials, from kilometer-scale problems as they occur in geoscience, and down to the nano-scale, with their potential impact on geoengineering. The journal strives to report and archive progress in the field in a timely manner, presenting research papers, review articles, short notes and letters to the editors.
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