Open Channel Flow (Two-Phase) CFD Simulation, ANSYS Fluent Training

Price: $28

In this analysis, the two-phase flow of water and air inside an open channel is investigated.

Audio: English
Subtitles: English, Spanish, Arabic, Turkish, French, Portuguese
Beginner
1 Lesson
14m 19s
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  • Hydraulic Structure & Civil

    Open Channel Flow (Two-Phase) CFD Simulation, ANSYS Fluent Training

    Price: $28

    In this analysis, the two-phase flow of water and air inside an open channel is investigated.

    Audio: English
    Subtitles: English, Spanish, Arabic, Turkish, French, Portuguese
    Beginner
    1 Lesson
    14m 19s

    Introduction

    Open channel is waterway channel, or artificial waterways, for water conveyance, or to service water transport vehicles. They may also help with irrigation. It can be thought of as an artificial version of a river. Nowadays, the use of canals in the industry has received a lot of attention in applications including air ducts and water transmissions. The shape and dimensions of the channels also largely depend on their uses.

    Open Channel Flow Project description

    In this analysis, the two-phase flow of water and air inside an open channel is investigated by ANSYS Fluent software. The standard k-omega model is used for solving turbulent flow equations. Also, multi phase VOF model with the use of an open channel setting is activated to simulate two phases of water and air inside the channel. The water enters the channel with a mass flow rate of approximately 60Kg/s and its interaction with the air phase inside the channel is simulated.

    Open Channel Geometry and mesh

    The geometry of this project is designed in ANSYS design modeler® and meshed inside ANSYS meshing®. The meshes type used for this geometry is structured and the total number of elements is 214560.

    open channel

    open channel

    Open Channel Flow CFD Simulation Settings

    The key assumptions considered in this project are:

    • Simulation is done using pressure-based solver.
    • The present simulation and its results are considered to be steady and do not change as a function time.
    • The effect of gravity has been taken into account and is equal to -9.81 in Y direction.

    The applied settings are recapitulated in the following table.

     
    Models
    Viscous modelk-omega
    k-omega modelstandard
    k-omega optionShear flow correction
    MultiphaseVOF
    VOF sub-modelOpen channel
    Primary phaseAir
    Secondary phasewater
    Boundary conditions
    InletMass flow inlet
    Water Mass flow rate60.071524 Kg/s
    Open channel
    Free surface level0.24 m
    Bottom level0 m
    Density interpolation methodFrom neighboring cell
    OutletPressure outlet
    Walls
    wall motionstationary wall
    Solution Methods
    Pressure-velocity coupling SIMPLE
    Spatial discretizationpressurePRESTO!
    momentumsecond order upwind
    Volume fractioncompressive
    turbulent kinetic energyfirst order upwind
    turbulent dissipation ratefirst order upwind
    (open channel)Initialization
    Initialization method Standard
    gauge pressure0 Pa
    velocity (x,y,z)0 m/s-1
    Turbulent kinetic energy1 m2/s2
    specific dissipation rate1 m2/s3
    Water volume fraction0

    Results

    Different contours of velocity, pressure and water volume fraction are presented in 3D and 2D.