Bubbles Motion under the Water with/without Shear Stress CFD Simulation, ANSYS Fluent Training

Price: $20

In this project, bubble motion under the water on a plate with/without shear stress has been simulated and the results have been investigated.

Audio: English
Subtitles: English, Spanish, Arabic, Turkish, French, Portuguese
Advanced
1 Lesson
18m 56s
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  • Multi-Phase Flow

    Bubbles Motion under the Water with/without Shear Stress CFD Simulation, ANSYS Fluent Training

    Price: $20

    In this project, bubble motion under the water on a plate with/without shear stress has been simulated and the results have been investigated.

    Audio: English
    Subtitles: English, Spanish, Arabic, Turkish, French, Portuguese
    Advanced
    1 Lesson
    18m 56s

    Bubbles Motion Project Description

    In this project, numerical simulation of bubbles motion under the water on a plate with and without shear stress has been done using Ansys Fluent software. The VOF model has been used to simulate and solve the two-phase flow field equations. The purpose of this project is to consider the effect of surface tension in simulations where the free surface in phase is investigated. The two modes in this project are simulated and compared. The difference between the two simulated modes is the presence and absence of surface tension. The initial size of the bubbles is assumed to be 2e-04 m.

    Geometry & Mesh

    The 2D geometry of the present model is generated using SpaceClaim software. The length of the computational area is 50 mm and its height is 65 mm.

    Bubbles

    The meshing of the present model has been done using ANSYS Meshing software. The mesh type is structured in all of the computational domains, and the element number is equal to 81250.

    Bubbles

    CFD Simulation Settings

    We consider several assumptions to simulate the present model:

    1. Due to the incompressibility of the flow, the pressure-based solver method has been selected.
    2. The simulation is transient.
    3. The gravity effect is considered equal to -9.81 m.s-2 on Y-axis

    The following tables represent a summary of the defining steps of the problem in this project and its solution:

    Models
    Multiphase
    Homogeneous modelVolume of fluid
    Number of Eulerian phases2(air& water)
    Interface modelingSharp

    Interfacial

    Formulationexplicit
    Body force formulationImplicit body force
    ViscousLaminar
    Material Properties
     Air
    Density1.225
    viscosity1.7894e-05
    water-liquid
    Density998.2
    viscosity0.001003
    Methods
    Pressure-Velocity CouplingSIMPLE
     PressurePRESTO!
     MomentumSecond-order upwind
    Volume fractionCompressive
    Initialization
    Initialization methodsStandard
    PatchPhasePhase2
     VariableVolume Fraction
    Registers to patchRegion_0
    Value1
    Run calculation
    Time advancementTypeadaptive
    Parameters
    Initial time step size0.0002
    SettingsMinimum time step size0.0002
    Maximum time step size0.0002
    Time step size1900

    Bubbles Motion Results

    Given the shape of the bubbles, it is clear how much error can occur in the simulation if surface tension is not taken into account. But if surface tension is not taken into account, the bubble will collapse due to water pressure.