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How to use concentration difference to drive a flow? |
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February 20, 2024, 05:04 |
How to use concentration difference to drive a flow?
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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! |
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Tags |
cfd, concentration difference, diffusion, multiphase model, species transport model |
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