Kiani Oshtorjani Mehrdad, Meng Liu, Müller Christoph R
Laboratory of Environmental Hydraulics, Department of Mechanical Engineering, École Polytechnique Fédérale de Lausanne, Écublens, 1015 Lausanne, Switzerland.
Laboratory of Energy Science and Engineering, Department of Mechanical and Process Engineering, ETH Zurich, Leonhardstrasse 21, 8092 Zurich, Switzerland.
Phys Rev E. 2021 Jun;103(6-1):062903. doi: 10.1103/PhysRevE.103.062903.
The segregation of large intruders in an agitated granular system is of high practical relevance, yet the accurate modeling of the segregation (lift) force is challenging as a general formulation of a granular equivalent of a buoyancy force remains elusive. Here, we critically assess the validity of a granular buoyancy model using a generalization of the Archimedean formulation that has been proposed very recently for chute flows. The first model system studied is a convection-free vibrated system, allowing us to calculate the buoyancy force through three different approaches, i.e., a generalization of the Archimedean formulation, the spring force of a virtual spring, and through the granular pressure field. The buoyancy forces obtained through these three approaches agree very well, providing strong evidence for the validity of the generalization of the Archimedean formulation of the buoyancy force which only requires an expression for the solid fraction of the intruder, hence allowing for a computationally less demanding calculation of the buoyancy force as coarse graining is avoided. In a second step, convection is introduced as a further complication to the granular system. In such a system, the lift force is composed of granular buoyancy and a drag force. Using a drag model for the slow-velocity regime, the lift force, directly measured through a virtual spring, can be predicted accurately by adding a granular drag force to the generalization of the Archimedean formulation of the granular buoyancy. The developed lift force model allows us to rationalize the dependence of the lift force on the density of the bed particles and the intruder diameter, the independence of the lift force on the intruder diameter, and the independence of the lift force on the intruder density and the vibration strength (once a critical value is exceeded).
在搅拌颗粒系统中,大尺寸侵入体的分离具有高度的实际相关性,但由于颗粒等效浮力的一般公式仍然难以捉摸,因此对分离(升力)力进行精确建模具有挑战性。在这里,我们使用最近针对溜槽流动提出的阿基米德公式的推广,严格评估颗粒浮力模型的有效性。所研究的第一个模型系统是无对流振动系统,这使我们能够通过三种不同的方法来计算浮力,即阿基米德公式的推广、虚拟弹簧的弹力以及通过颗粒压力场。通过这三种方法获得的浮力非常吻合,这为浮力的阿基米德公式推广的有效性提供了有力证据,该推广仅需要侵入体的固体分数表达式,因此避免了粗粒化,从而使浮力的计算在计算上要求较低。第二步,引入对流作为颗粒系统的进一步复杂因素。在这样的系统中,升力由颗粒浮力和阻力组成。使用低速 regime 的阻力模型,通过将颗粒阻力添加到颗粒浮力的阿基米德公式推广中,可以准确预测通过虚拟弹簧直接测量的升力。所开发的升力模型使我们能够合理化升力对床层颗粒密度和侵入体直径的依赖性、升力对侵入体直径的独立性以及升力对侵入体密度和振动强度的独立性(一旦超过临界值)。