interfacial area concentraction UDS in Fluent 6.3 and 14.0

xinquanzhoucn · February 19, 2013, 11:49

Hello,

I am trying to do a two-phase flow simulation using interfacial area transport equations, however I have some problems.

I have some UDFs defining our own drag and lift models. However, these models are written with the interfacial area concentration embedded as a UDS. Certainly I have the code defining interfacial area concentration as a UDS because all these UDFs were written for Fluent 6.3.

However, I am using fluent 14.0, in which the interfacial area concentration model was already embedded. I don't need to add a UDS for interfacial area concentration. But I don't know how to implement the UDFs of drag and lift since the interfacial area concentration was still used as UDS rather than an existing model or macro in fluent.

I am not sure if I stated my problems clearly or not. Please let me know if anyone can help. Thx!!

Harry321 · January 20, 2015, 16:02

Hi, Did you figure out how to do this?

I would like to modify interfacial area concentration and there is a possibility in GUI to add UDF but I cannot find how the macro in fluent for interfacial area should looks like.

SJSW · March 30, 2016, 23:52

Hello~

I think you could try check IAC and choose the models.

I tried to use a udf for the diameter of the second phase for a bottom-blowing model in ANSYS14.
The diameter changed with the absolute pressure.
In the first place, it worked. However, when some air was added into the domain, which means that the domain was not full of water, the calculation diverged.

Should I check IAC (Interfacial area concentration) and set up the Min or Max diameter?
Another question is when should IAC be used? Along with PBM(population Balance Model) or diameter udf? @@

Thank you!

February 19, 2013, 11:49	interfacial area concentraction UDS in Fluent 6.3 and 14.0	#1
xinquanzhoucn New Member Xinquan Join Date: Feb 2013 Posts: 4 Rep Power: 13	Hello, I am trying to do a two-phase flow simulation using interfacial area transport equations, however I have some problems. I have some UDFs defining our own drag and lift models. However, these models are written with the interfacial area concentration embedded as a UDS. Certainly I have the code defining interfacial area concentration as a UDS because all these UDFs were written for Fluent 6.3. However, I am using fluent 14.0, in which the interfacial area concentration model was already embedded. I don't need to add a UDS for interfacial area concentration. But I don't know how to implement the UDFs of drag and lift since the interfacial area concentration was still used as UDS rather than an existing model or macro in fluent. I am not sure if I stated my problems clearly or not. Please let me know if anyone can help. Thx!!

Thread Tools	Search this Thread
Show Printable Version Email this Page	Search this Thread: Advanced Search
Display Modes
Linear Mode Switch to Hybrid Mode Switch to Threaded Mode

Similar Threads
Thread	Thread Starter	Forum	Replies	Last Post
[ANSYS Meshing] Extend mesh in Fluent 14.0 or 14.5	krembil	ANSYS Meshing & Geometry	1	June 7, 2018 08:31
Export boundary setting in Fluent 14.0	asal	FLUENT	4	September 28, 2017 09:40
Error ANSYS FLUENT CentOS 6.3 Segmentation Fault	juzer_700	FLUENT	2	February 21, 2013 04:05
Results are different for Ansys Fluent 14.0 and Fluent 6.3	syavash	Fluent UDF and Scheme Programming	1	February 17, 2013 01:09
Fluent 14.0	mali28	FLUENT	2	November 30, 2011 13:23

January 20, 2015, 16:02		#2
Harry321 Member Join Date: Dec 2014 Posts: 38 Rep Power: 11	Hi, Did you figure out how to do this? I would like to modify interfacial area concentration and there is a possibility in GUI to add UDF but I cannot find how the macro in fluent for interfacial area should looks like.

March 30, 2016, 23:52		#3
SJSW Senior Member Join Date: Jun 2014 Location: Taiwan Posts: 100 Rep Power: 11	Hello~ I think you could try check IAC and choose the models. I tried to use a udf for the diameter of the second phase for a bottom-blowing model in ANSYS14. The diameter changed with the absolute pressure. In the first place, it worked. However, when some air was added into the domain, which means that the domain was not full of water, the calculation diverged. Should I check IAC (Interfacial area concentration) and set up the Min or Max diameter? Another question is when should IAC be used? Along with PBM(population Balance Model) or diameter udf? @@ Thank you!