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May 16, 2014, 15:29 |
define vof in flip bucket spillway???
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#1 |
Senior Member
Hydreaulic structures
Join Date: Sep 2012
Posts: 283
Rep Power: 14 |
hi dear all I'm working on a project with one of my friends i do making geometry and the mesh, but I did have problems in the ansys cfx settings , i attach picture of my model in pdf file.I have modeling a flip bucket spillway for compared numerical and experimentaldata, According to the experimental data My goal here is to for Q=600 verified my model, but according Q=VA, basing experimental data in inlet section with depth and velocity with value( D=1.01, b=33.88, v=27.68) my Q is equal to Q=947, because inlet section input after aeration , I think the inconsistency Q due to the high amount of mixing water and air in model.
My problem is the definition of the volume fractions of water and air , note that I read free surface flow over a bump but in this model inlet and outlet At a high level were not,How do I define VOLUME FRACTION UP AND DOWN ( WATER AND AIR)? whether to achieve the flow rate(Q=600) at the inlet based on experimental data? I'm so confused and do not mind learning theory, Friends if you have any advice please tell me Thanking you in anticipation. regards Last edited by hamidciv; May 17, 2014 at 03:09. |
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