Modelling Turbulent Flow in Deformable Highly Porous Seabed and Structures

H. Elsafti, H. Oumeraci
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Abstract

In this study, the fully-coupled and fully-dynamic Biot governing equations in the open-source geotechFoam solver are extended to account for pore fluid viscous stresses. Additionally, turbulent pore fluid flow in deformable porous media is modeled by means of the conventional eddy viscosity concept without the need to resolve all turbulence scales. A new approach is presented to account for porous media resistance to flow (solid-to-fluid coupling) by means of an effective viscosity, which accounts for tortuosity, grain shape and local turbulences induced by flow through porous media. The new model is compared to an implemented extended Darcy-Forchheimer model in the Navier-Stokes equations, which accounts for laminar, transitional, turbulent and transient flow regimes. Further, to account for skeleton deformation, the porosity and other model parameters are updated with regard to strain of geomaterials. The presented model is calibrated by means of available results of physical experiments of unidirectional and oscillatory flows.
可变形高多孔海床和结构中的湍流模拟
在本研究中,扩展了开源geotechFoam求解器中的全耦合和全动态Biot控制方程,以考虑孔隙流体粘性应力。此外,在可变形多孔介质中,湍流孔隙流体的流动是通过传统的涡流粘度概念来模拟的,而不需要解决所有的湍流尺度。提出了一种利用有效粘度来解释多孔介质流动阻力(固流耦合)的新方法,该方法考虑了多孔介质流动引起的弯曲度、颗粒形状和局部湍流。新模型与Navier-Stokes方程中实现的扩展Darcy-Forchheimer模型进行了比较,后者考虑了层流、过渡流、湍流和瞬态流态。此外,为了考虑骨架变形,孔隙率和其他模型参数根据岩土材料的应变进行了更新。利用现有的单向流和振荡流物理实验结果对模型进行了标定。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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