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wave generation and active wave absorption and DEFINE_ADJUST |
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March 1, 2022, 14:13 |
wave generation and active wave absorption and DEFINE_ADJUST
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#1 |
New Member
sheida
Join Date: Mar 2021
Posts: 11
Rep Power: 5 |
Hello everyone,
I want to simulate waves by Fluent, however, I am facing trouble in the simulation of my problem, I used to simulate waves by fluent, where I can choose wave theory, wavelength, wave height, and depth of water but I realize that due to reflection of end wall and its impact on inlet boundary, the height of the wave in propagation will increase over the time, so I need a mechanism to absorb wave reflection (the active wave absorption)in the wave flume. therefore, I started the simulated wave by use of UDF, and by use of DEFINE_PROFILE, I simulated my wave. then I need to modify the velocity at the inlet boundary based on the water surface of the domain (or based on the water surface on the section located for example at 1 m from the inlet) by use of DEFINE_ ADJUST to correct my u_velocity component. I do not know how to do this. can anyone help me to figure it out? |
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March 3, 2022, 09:14 |
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#2 | |
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Void_CFD-user
Join Date: Feb 2022
Posts: 67
Rep Power: 4 |
Quote:
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March 3, 2022, 14:35 |
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#3 |
New Member
sheida
Join Date: Mar 2021
Posts: 11
Rep Power: 5 |
Dear Indra,
I don't want to damp my generated waves I want to absorb only reflected waves, I don't think the numerical beach treatment is beneficial because it damps generated waves too. Or at least I don't know if it is able to absorb only reflected waves in the domain. I would be appreciated it if you have information about it and can tell me? |
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November 4, 2022, 12:36 |
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#4 |
New Member
Nazmul Islam
Join Date: Nov 2022
Posts: 2
Rep Power: 0 |
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Tags |
awa, fluent.wave, udf |
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