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二维流体驱动流中颗粒的堵塞

Jamming of particles in a two-dimensional fluid-driven flow.

作者信息

Guariguata Alfredo, Pascall Masika A, Gilmer Matthew W, Sum Amadeu K, Sloan E Dendy, Koh Carolyn A, Wu David T

机构信息

Center for Hydrate Research, Department of Chemical Engineering, Colorado School of Mines, Golden, Colorado 80401, USA.

出版信息

Phys Rev E Stat Nonlin Soft Matter Phys. 2012 Dec;86(6 Pt 1):061311. doi: 10.1103/PhysRevE.86.061311. Epub 2012 Dec 17.

Abstract

The jamming of particles under flow is of critical importance in a broad range of natural and industrial settings, such as the jamming of ice in rivers, or the plugging of suspended solids in pipeline transport. Relatively few studies have been carried out on jamming of suspended particles under flow, in comparison to the many studies on jamming in gravity-driven flows that have revealed various features of the jamming process. Fluid-driven particle flows differ in several aspects from gravity-driven flows, particularly in being compatible with a range of particle concentrations and velocities. Additionally, there are fluid-particle interactions and hydrodynamic effects. To investigate particle jamming in fluid-driven flows, we have performed both experiments and computer simulations on the flow of circular particles floating over water in an open channel with a restriction. We determined the flow-rate boundary for a dilute-to-dense flow transition, similar to that seen in gravity-driven flows. The maximum particle throughput increased for larger restriction sizes consistent with a Beverloo equation form over the entire range of particle mixtures and restriction sizes. The exponent of ~3/2 in the Beverloo equation is consistent with approximately constant acceleration of grains due to fluid drag in the immediate region of the opening. We verified that the jamming probability from the dense flow gave a geometric distribution in the number of particles escaping before a jam. The probability of jamming in both experiments and simulations was found to be dependent on the ratio of channel opening to particle size, but only weakly dependent on the fluid flow velocity. Flow entrance effects were measured and observed to affect the jamming probability, and dependence on particle friction coefficient was determined from simulation. A comprehensive model for the jamming probability integrating these observations from the different flow regimes was shown to be in good agreement for experimental data on average times before jamming.

摘要

在广泛的自然和工业环境中,流动状态下颗粒的堵塞现象至关重要,例如河流中冰块的堵塞,或管道运输中悬浮固体的堵塞。与众多关于重力驱动流中堵塞现象的研究相比,对流动状态下悬浮颗粒堵塞现象的研究相对较少,而重力驱动流中的堵塞研究已经揭示了堵塞过程的各种特征。流体驱动的颗粒流在几个方面与重力驱动流不同,特别是在与一系列颗粒浓度和速度的兼容性方面。此外,还存在流体 - 颗粒相互作用和流体动力学效应。为了研究流体驱动流中的颗粒堵塞现象,我们对圆形颗粒在有障碍物的明渠中漂浮于水面上的流动进行了实验和计算机模拟。我们确定了稀相到密相流动转变的流量边界,这与重力驱动流中观察到的情况类似。在整个颗粒混合物和障碍物尺寸范围内,对于更大的障碍物尺寸,最大颗粒通量增加,符合贝弗洛方程的形式。贝弗洛方程中约3/2的指数与开口附近区域由于流体阻力导致颗粒近似恒定的加速度一致。我们验证了来自密相流的堵塞概率在堵塞前逃逸颗粒数量上呈现几何分布。实验和模拟中发现的堵塞概率均取决于通道开口与颗粒尺寸的比值,但仅微弱地依赖于流体流速。测量并观察到流动入口效应会影响堵塞概率,并且通过模拟确定了对颗粒摩擦系数的依赖性。一个整合了不同流动状态下这些观测结果的堵塞概率综合模型,对于堵塞前平均时间的实验数据显示出良好的一致性。

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