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A new set of scaling relationships for DEM-CFD simulations of fluid-solid coupling problems in saturated and cohesiveless granular soils

机译:饱和和核心颗粒土壤中流体固体耦合问题的DEM-CFD模拟一组新的缩放关系

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摘要

The discrete element method (DEM) cannot effectively account for macroscale problems because of its high computational cost and time-consuming nature, especially for fluid-solid coupling problems. Therefore, a spatially scaled-down model, which should be established based on a set of scaling laws, is commonly employed to study the behaviors of the macroscale prototype. In the present study, various basic scaling relationships proposed by previous researchers for a scaled-down model are summarized first, as well as their limitations when they are used for DEM-CFD simulation of fluid-solid coupling problems in saturated and cohesiveless granular soils. Then, a new set of scaling relationships is proposed using a governing equation approach. Finally, a DEM-CFD model is established as an example analysis to study the feasibility and accuracy of the new scaling relationship present in this study for simulating fluid-solid coupling problems in saturated and cohesiveless granular soils. The results are analyzed in comparison with other scaling relationships, and the results indicate that the new set of scaling relationships is more reasonable and accurate than others.
机译:由于其高计算成本和耗时性质,因此不能有效地解释宏观问题,特别是对于流体固体耦合问题。因此,通常用于研究宏观原型的行为的一组缩放规模来建立的空间缩小模型。在本研究中,首先总结了以前的缩小模型研究人员提出的各种基本缩放关系,以及它们在饱和和核心颗粒土中的流体固体偶联问题的DEM-CFD模拟时的限制。然后,使用管理方程方法提出了一种新的缩放关系。最后,建立了DEM-CFD模型作为示例性分析,以研究本研究中存在的新缩放关系的可行性和准确性,以模拟饱和和核心颗粒土壤中的流体固耦合问题。与其他缩放关系相比分析结果,结果表明,新的缩放关系集比其他缩放关系更合理和准确。

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