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December 24, 2008, 08:29 |
Modeling of free surface water waves
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#1 |
Guest
Posts: n/a
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Hello all,
I'm new to CFX v11.0 and have some questions regarding 2D free surface wave transient solution (or two-phase flow like it's called in CFX) 1. Is there an option to define on the inlet surface (x=0) different heights of water level at different times (with the same velocity)? â€" I've tried using "initialise profile data" but I guess it's only suitable for SS problems. 2. Is there an option to define the I.C. by defining water level at any position on the field at t=0? 3. I've checked tutorial 7: Free Surface Flow Over a Bump, how does the expressions defined there connect to my transient problem regarding the definition of B.C. ? I'll be thankful for any help here or sent to my e-mail. Best regards, John |
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December 27, 2008, 06:56 |
Re: Modeling of free surface water waves
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#2 |
Guest
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Searching is good sometimes, you know ;-)
See this post: http://www.cfd-online.com/Forum/cfx.cgi?read=30204 Answer is yes to 1 and 2, doc link in the post! (Use the same type CEL functions for IC as for the BC) |
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January 10, 2009, 17:30 |
Re: Modeling of free surface water waves
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#3 |
Guest
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Hi,
can you please send me a 2D example simulation file for modeling initial free surface profile (say water and air) and it's evolution upon time? John |
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January 21, 2009, 01:07 |
Fluid structure interaction for water wave turbine
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#4 |
Guest
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Hi,
I am new to ANSYS CFX software but have learnt some basic simulations. i would be very gratefull if i could get help on Fluid structure interaction for water wave turbine. Thanks Mohammed |
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