Dynamics and mechanisms of subaqueous gravity flows composed of viscous liquids and particles

IF 4.2 2区 工程技术 Q3 ENGINEERING, ENVIRONMENTAL
Chen Peng, Xingyue Li, Yu Huang
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引用次数: 0

Abstract

Subaqueous gravity flows can cause significant damage in geotechnical engineering, threatening both life and infrastructure. Although real subaqueous gravity flows are complex and may contain both particles and slurry, the consideration of the complicated compositions and their interactions are challenging. Here, a subaqueous gravity flow is explicitly considered as a particle-slurry mixture in water, modeled with coupled computational fluid dynamics (CFD) and discrete element (DEM). Both intra-phase and inter-phase interactions, including particle-particle, particle-slurry, particle-water, slurry-water interactions, are realized in the unified CFD-DEM framework. Particularly, the CFD model of subaqueous slurry as a Herschel-Bulkley (HB) fluid and the CFD-DEM model of a fluid-particle flow are respectively calibrated and verified. The collapses of five particle-slurry mixtures under water were then simulated, along with a reference case that a particle column collapses in water. The results show that, the occurrence of slurry can either promote or inhibit the particle motion, depending on the combined effect of fluid viscosity and density. The reduced potential energy shortly after the collapse seldom transfers to the kinetic energy of the flow in cases with slurry, in contrast to the efficient energy transfer in the reference case. A consistent trend is obtained between the runout distance and a proposed dimensionless number defined by energy transfer and time scale of the collapse. Interestingly, a strong correlation is captured between the positive relative particle-fluid velocity along the horizontal direction and the positive force along the vertical direction, indicating the promoted particle motion is due to the vertical interaction force.

粘性液体和颗粒组成的水下重力流的动力学和机制
水下重力流会对岩土工程造成重大破坏,威胁到生命和基础设施。虽然真实的水下重力流是复杂的,可能包含颗粒和浆体,但考虑复杂的成分及其相互作用是具有挑战性的。本文将水下重力流明确地视为水中颗粒-浆料混合物,并采用计算流体力学(CFD)和离散元(DEM)耦合建模。在统一的CFD-DEM框架中实现了相内和相间的相互作用,包括颗粒-颗粒、颗粒-浆体、颗粒-水、浆体-水的相互作用。具体而言,分别对水下浆体作为Herschel-Bulkley (HB)流体的CFD模型和流体-颗粒流动的CFD- dem模型进行了标定和验证。然后模拟了五种颗粒-浆料混合物在水中的坍塌,以及一个颗粒柱在水中坍塌的参考案例。结果表明,浆料的出现既能促进颗粒的运动,也能抑制颗粒的运动,这取决于流体粘度和密度的共同作用。在有泥浆的情况下,坍塌后不久减少的势能很少转化为流动的动能,与参考情况下的有效能量转移相反。得到了跳动距离与由能量传递和坍塌时间尺度定义的无因次数之间的一致趋势。有趣的是,沿水平方向的正相对粒子流体速度与沿垂直方向的正作用力之间存在很强的相关性,这表明促进粒子运动是由于垂直相互作用力。
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来源期刊
Bulletin of Engineering Geology and the Environment
Bulletin of Engineering Geology and the Environment 工程技术-地球科学综合
CiteScore
7.10
自引率
11.90%
发文量
445
审稿时长
4.1 months
期刊介绍: Engineering geology is defined in the statutes of the IAEG as the science devoted to the investigation, study and solution of engineering and environmental problems which may arise as the result of the interaction between geology and the works or activities of man, as well as of the prediction of and development of measures for the prevention or remediation of geological hazards. Engineering geology embraces: • the applications/implications of the geomorphology, structural geology, and hydrogeological conditions of geological formations; • the characterisation of the mineralogical, physico-geomechanical, chemical and hydraulic properties of all earth materials involved in construction, resource recovery and environmental change; • the assessment of the mechanical and hydrological behaviour of soil and rock masses; • the prediction of changes to the above properties with time; • the determination of the parameters to be considered in the stability analysis of engineering works and earth masses.
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