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Modeling of Free-Surface Flows with Air Entrainment.

机译:带空气夹带的自由表面流建模。

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摘要

This dissertation deals with the computational study of free-surface flows with air entrainment. The aim of the study was to identify a suitable multiphase flow model that is capable of not only simulating the intricate flow physics but is also able to capture the free-surface deformations and predict the air entrainment at a reasonable computational cost. Finite volume based computations were performed using STAR-CCM+ commercial solver. The volume of fluid (VOF) multiphase model was used in the present study. First, a submerged hydraulic jump with an inlet Froude number F1 = 8.2 is simulated to determine the capabilities of the VOF multiphase model in capturing the free-surface deformations and other flow characteristics. The submerged hydraulic jump entrains lesser quantities of air and the free-surface deformations are not as abrupt as the classical hydraulic jump. Hence, this problem was chosen as a benchmark to validate the model. The VOF multiphase model was able to accurately capture the submerged hydraulic jump flow field. Proper orthogonal distribution (POD) analysis of the fluctuating velocity of the submerged hydraulic jump revealed the breakdown of large-scale structures into smaller-scale structures by the interaction of the roller and wall-jet flow, leading to the dissipation of energy.;Subsequently, a classical hydraulic jump with inlet Froude number F 1 = 8.5 was studied using the VOF multiphase model. The mean and unsteady features of the classical hydraulic jump were predicted accurately by the VOF multiphase model. Quadrant decomposition of the Reynolds stresses revealed that the outward and inward interactions were dominant in the classical hydraulic jump flow field. Analysis of the higher-order moments showed that the outward interactions caused a flux of turbulent kinetic energy towards the free surface, leading to interfacial aeration. The VOF multiphase model over-predicted the air concentration in the classical hydraulic jump due to numerical diffusion. Further simulations were performed by including a sharpening factor in the formulation of the VOF multiphase model to contain the numerical diffusion. It was demonstrated that the air concentration showed that the air concentration distributions in a classical hydraulic jump is closely related to the velocity field.
机译:本文研究了带空气夹带的自由表面流的计算研究。该研究的目的是确定一种合适的多相流模型,该模型不仅能够模拟复杂的流物理学,而且能够以合理的计算成本捕获自由表面的变形并预测夹带空气。基于有限体积的计算是使用STAR-CCM +商业求解器进行的。本研究使用了流体体积(VOF)多相模型。首先,模拟了入口弗劳德数F1 = 8.2的淹没水力跃迁,以确定VOF多相模型捕获自由表面变形和其他流动特征的能力。淹没的水力跳跃带走的空气更少,自由表面变形不像传统的水力跳跃那样突然。因此,选择该问题作为验证模型的基准。 VOF多相模型能够准确捕获淹没的水力跳跃流场。适当的正交分布(POD)分析淹没的水力跃迁的速度,揭示了通过滚子和壁流的相互作用,大型结构分解为较小规模的结构,从而导致了能量的耗散。 ,使用VOF多相模型研究了入口弗劳德数F 1 = 8.5的经典液压跳跃。通过VOF多相模型可以准确预测经典水力跃变的平均值和非稳态特征。雷诺应力的象限分解表明,在经典的水力跳跃流场中,向外和向内的相互作用是主要的。对高阶矩的分析表明,向外的相互作用导致湍动能流向自由表面,从而导致界面通气。由于数值扩散,VOF多相模型高估了经典水力跳跃中的空气浓度。通过在VOF多相模型的公式中包含锐化因子以包含数值扩散,进行了进一步的仿真。结果表明,空气浓度表明经典水力跳跃中的空气浓度分布与速度场密切相关。

著录项

  • 作者

    Jesudhas, Vimaldoss.;

  • 作者单位

    University of Windsor (Canada).;

  • 授予单位 University of Windsor (Canada).;
  • 学科 Civil engineering.;Water resources management.;Environmental engineering.
  • 学位 Ph.D.
  • 年度 2016
  • 页码 175 p.
  • 总页数 175
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

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