Toward numerical modeling of fine particle suspension using a two-way coupled Euler-Euler model. Part 1: Theoretical formulation and implications

被引:22
作者
Chou, Yi-Ju [1 ]
Wu, Fu-Chun [2 ]
Shih, Wu-Rong [2 ]
机构
[1] Natl Taiwan Univ, Inst Appl Mech, Taipei 106, Taiwan
[2] Natl Taiwan Univ, Dept Bioenvironm Syst Engn, Taipei 106, Taiwan
关键词
Sediment suspension; Two-phase flow; Euler-Euler model; LARGE-EDDY SIMULATION; SEDIMENT TRANSPORT; SETTLING VELOCITY; HOMOGENEOUS TURBULENCE; HEAVY-PARTICLES; FLOW; CURRENTS; DRIVEN;
D O I
10.1016/j.ijmultiphaseflow.2013.12.008
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
This paper presents a two-way coupled Euler-Euler model to simulate the dilute suspension of fine particles. The goal is to develop a three-dimensional numerical model that is capable of replicating detailed features of particle-laden turbulent flow. In addition to the terms found in typical two-phase Euler-Euler models, the present formulation also accounts for the effects of added mass and pressure, which are crucial to solid-liquid systems in which densities for each phase are of the same order. This study derives various approximations with which to assess existing model formulations, namely solid-gas equations, equilibrium-state approximation, simplified Euler models, and hindered settling velocity. We then emphasize the deviation of the present simulation results from the equilibrium state, which is simulated by the single-phase approach. We investigate simple examples of the Rayleigh-Taylor instability induced by the suspension of fine particles, the results of which reveals the distribution of non-equilibrium particle inertia. We then examine its influence on the carrier flow. A comparison between the present two-phase model and single-phase approximation demonstrates the importance of the coupled pressure on the evolution of a single bubble induced by the particle-driven Rayleigh Taylor instability. (C) 2014 Elsevier Ltd. All rights reserved.
引用
收藏
页码:35 / 43
页数:9
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