CFD Online Logo CFD Online URL
www.cfd-online.com
[Sponsors]
Home > Forums > Software User Forums > ANSYS > FLUENT

How to use concentration difference to drive a flow?

Register Blogs Community New Posts Updated Threads Search

 
 
LinkBack Thread Tools Search this Thread Display Modes
Prev Previous Post   Next Post Next
Old   February 20, 2024, 05:04
Default How to use concentration difference to drive a flow?
  #1
New Member
 
Join Date: Feb 2024
Posts: 2
Rep Power: 0
The protagonist is on a distinguished road
Hello community,

I am relatively new to ANSYS Fluent and currently working on a 2d fluid simulation problem that involves transient analysis of a channel with two inlets and a porous zone. I am seeking guidance on setting up the simulation correctly, especially regarding the concentration boundary conditions for the second fluid.

I have a channel where water enters through one inlet at a slow velocity. Simultaneously, another fluid enters through a second inlet (which is at the beginning of the porous zone), and this fluid needs to mix with the water after it passes through the porous zone. The concentration of the second fluid is 1 at the second inlet and decreases along the porous zone, leading to diffusion into the water. The goal is to monitor the increasing concentration of the second fluid over time and plot the results.

Questions and Challenges:

1. Which Fluent model is most suitable for this scenario?
I have tried to use Multiphase models: VOF, Mixture, Eulerian. But they don't seem to be working. Basically, the residuals keep oscillating.

2. How should I define the concentration boundary conditions for the second fluid at the second inlet and the porous zone?
I have been trying to define the second inlet as a concentration inlet. I have tried using mass-flow-inlet. But the problem is that I am not sure of the mass flow rate. The second fluid needs to diffuse through due to concentration difference. So, I don't know the mass flow rate.

I would greatly appreciate any guidance or suggestions from experienced users on how to correctly set up the Fluent simulation for this two-phase flow with species transport. Any insights into model selection, boundary conditions, or general best practices for similar scenarios would be immensely helpful. Thank you in advance for your assistance!
The protagonist is offline   Reply With Quote

 

Tags
cfd, concentration difference, diffusion, multiphase model, species transport model


Posting Rules
You may not post new threads
You may not post replies
You may not post attachments
You may not edit your posts

BB code is On
Smilies are On
[IMG] code is On
HTML code is Off
Trackbacks are Off
Pingbacks are On
Refbacks are On


Similar Threads
Thread Thread Starter Forum Replies Last Post
Ncrit for a glider Xfoil. How to use it. GPT4 answer AlanMattanó Main CFD Forum 0 April 10, 2023 12:16
Is recirculating flow is free vortex or forced vortex? FluidKo Main CFD Forum 11 July 21, 2022 06:21
mass flow in is not equal to mass flow out saii CFX 12 March 19, 2018 05:21
DPM - Particle Concentration and Associated Mass Flow Rate Jeremiah Fluent Multiphase 1 April 3, 2014 04:42
What is the difference between liquid reactive flow and gas reactive flow? James Main CFD Forum 6 May 15, 2009 12:14


All times are GMT -4. The time now is 16:10.