粒状多孔介质排水过程中角流和散流的相互作用

Paula Reis, Gaute Linga, Marcel Moura, Per Arne Rikvold, Renaud Toussaint, Eirik Grude Flekkøy, Knut Jørgen Måløy
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引用次数: 0

摘要

多孔介质中的排水机制可分为两大类:一类是界面在孔体和孔道中发生的活塞式位移,另一类是在入侵前沿出现时,界面在角落和薄膜中发生的二次缓慢流动。在粒状多孔介质中,这种二次排水机制是在液体团块之间形成的下垂结构(如毛细管桥和液体环)的连接通道中展开的。为了呈现这两种机制,我们提出了一种动态双网络排水模型,即气体从准二维粒状多孔介质中置换出润湿液体。针对该模型,我们对毛细管桥的形状和水力传导性进行了专门分析,以便在有限速度下对二次排水机制进行适当量化。利用该模型,对湿相连通性和排水过程中的流动进行了研究,涵盖了广泛的流动条件。结果表明,非饱和区域中液体连接结构的跨度及其对流动的贡献能力随毛细管数和邦德数的变化而显著不同。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Interaction between corner and bulk flows during drainage in granular porous media
Drainage in porous media can be broken down into two main mechanisms: a primary piston-like displacement of the interfaces through the bulk of pore bodies and throats, and a secondary slow flow through corners and films in the wake of the invasion front. In granular porous media, this secondary drainage mechanism unfolds in connected pathways of pendular structures, such as capillary bridges and liquid rings, formed between liquid clusters. To represent both mechanisms, we proposed a dynamic dual-network model for drainage, considering that a gas displaces a wetting liquid from quasi-2D granular porous media. For this model, dedicated analyses of the capillary bridge shapes and hydraulic conductivity were conducted so that the secondary drainage mechanism could be properly quantified at finite speeds. With the model, an investigation of the wetting-phase connectivity and flow during drainage was carried out, covering a broad range of flow conditions. Results indicate that the span of liquid-connected structures in the unsaturated region, as well as their ability to contribute to flow, varies significantly with Capillary and Bond numbers.
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