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CFD MODELING OF SLURRY FLOWS IN HORIZONTAL PIPES

机译:水平管道中淤泥流的CFD建模

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Liquid-solid two-phase flows are found in numerous operations in the chemical, petroleum, pharmaceutical and many other industries. In numerous cases, the mixture or slurry that flows is composed by a suspension of solid particles (dispersed phase) transported by a liquid (continuum phase). However, the large number and range of variables encountered in slurry flows, in the case of pipelines, cause the flow behavior of these slurry systems to vary over a wide range of conditions, and consequently, different approaches have been used to describe the behavior of different flow regimes. Therefore, there are numerous studies of particular cases that cover limited ranges of conditions. In consequence, the experimental approach is necessarily limited by geometric and physical scale factors. For these reasons, Computational Fluid Dynamics, CFD, constitutes an ideal technique for predicting the general flow behavior of these systems. CFD models in this area can be divided in two different classes: Eulerian-Eulerian and Lagrangian-Eulerian models. Differences between these models are related to the way the solid phase flow is represented. Lagrangian-Eulerian models calculate the path and motion of each particle, while Eulerian-Eulerian models treat the particle phase as a continuum and average out motion on the scale of individual particles.This work focuses on the Eulerian-Eulerian approach for modeling the flow of a mixture of sand particles and water in a horizontal pipe. Homogeneous and heterogeneous flow regimes are considered. The k-e model was used for modeling turbulent effects. Additionally, closure of solid-phase momentum equations requires a description for the solid-phase stress. Constitutive relations for the solid-phase stress considering the inelastic nature of particle collisions based on the Gas Kinetic Theory concepts have been used.Governing equations are solved numerically using the control volume-based finite element method. An unstructured non-uniform grid was chosen to discretize the entire computational domain. A second-order scheme in space and time was used. Numerical solutions in fully developed turbulent flow were found.Results show that flow predictions are very sensitive to the restitution coefficient and pseudo-viscosity of the solid phase. The mean pressure gradients from numerical solutions were compared with results obtained using the correlations of Einstein, Thomas and Krieger for homogeneous cases and with experimental data found in the open literature for heterogeneous cases. The solutions were found to be in good agreement with both correlations and experimental data. In addition, these numerical results were closer to experimental data than results obtained using other numerical models.
机译:在化学,石油,制药和许多其他工业的许多操作中都发现了液固两相流。在许多情况下,流动的混合物或浆液由液体(连续相)输送的固体颗粒(分散相)的悬浮液组成。但是,在管道的情况下,在泥浆流中遇到的大量变量范围会导致这些泥浆系统的流动行为在很宽的条件范围内变化,因此,已使用不同的方法来描述泥浆流的行为。不同的流动方式。因此,有许多针对特定案例的研究,这些案例涵盖了有限的条件范围。因此,实验方法必然受到几何和物理比例因子的限制。由于这些原因,计算流体动力学CFD构成了一种用于预测这些系统的总体流动特性的理想技术。该区域的CFD模型可以分为两个不同的类别:欧拉-欧拉模型和拉格朗日-欧拉模型。这些模型之间的差异与固相流的表示方式有关。拉格朗日-欧拉模型计算每个粒子的路径和运动,而欧拉-欧拉模型将粒子相视为连续体,并在单个粒子的尺度上平均运动。 这项工作着重于欧拉-欧拉方法,该方法用于模拟水平管道中沙粒和水的混合物的流动。考虑均质和异质流动方式。 k-e模型用于模拟湍流效果。此外,固相动量方程的闭合需要对固相应力进行描述。已经使用了基于气体动力学理论概念的考虑粒子碰撞的非弹性性质的固相应力本构关系。 使用基于控制体积的有限元方法对控制方程进行数值求解。选择非结构化非均匀网格来离散化整个计算域。使用了时空的二阶方案。找到了充分发展的湍流的数值解。 结果表明,流动预测对固相的恢复系数和拟粘性非常敏感。将数值解的平均压力梯度与同质情况下使用爱因斯坦,托马斯和克里格的相关性所获得的结果进行比较,并与公开文献中针对异质情况所获得的实验数据进行比较。发现该解决方案与相关性和实验数据都很好地吻合。此外,这些数值结果比使用其他数值模型获得的结果更接近实验数据。

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