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May 16, 2009, 07:10 |
3d free surface open channel modeling (vof)
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#1 |
New Member
sadrooz
Join Date: Apr 2009
Posts: 12
Rep Power: 17 |
<H1 style="MARGIN: 12pt 0in 3pt; TEXT-ALIGN: justify">im tring to model a 3d open channel flow. i dont know if i have modeled correctly.
can anyone check this stages? thanks. fluent 3ddp file ® read case . grid ® check. define ® models ® solver ® ok. define ® models ® multiphase ® volume of fluid ® open channel flow ® ok ® implicit body force ® ok. define ® models ® energy ® not selected ® ok. define ® models ® viscous ® k – epsilon model ® standard ® enhanced wall treatment ® pressure gradient effects ® ok . define ® materials ® water liquid ® copy ® create. Define ® phases ® phase 1 ® air, phase 2 ® water liquid ® close. Define ® operation conditions ® gravity ® y coordinate -9.81 ® specified operation density selected ® ok. Define ® boundary conditions ® vel in ® velocity inlet ® phase mixture ® set ® velocity specification method ® components ® z velocity 0.25m/s ® specification method ® k and epsilon ® ok. Define ® boundary conditions ® vel in ® velocity inlet ® phase 2 ® multiphase ® volume fraction 1 ® ok. Define ® boundary conditions ® pressure outlet ® pressure outlet ® phase mixture ® set ® specification method ® k and epsilon ® ok. Define ® boundary conditions ® pressure outlet ® pressure outlet ® phase water ® multiphase ® backflow volume fraction 1 ® ok. Define ® boundary conditions ® pressure up ® pressure outlet ® phase mixture ® set ® specification method ® k and epsilon ® ok. Close. Solve ® controls ® solutions ® piso algorithm ® pressure body force weighted ® ok. Adapt ® region ® x between ( -1.5 ,1.5) , y( 0,2) , z ( -6 , 6) , adapt ® yes ® mark ® close. Solve ® initialize ® initialize ® init ® close. Solve ® initialize ® patch ® volume fraction ® value 1 ® patch. Solve ® monitors ® residual ® plot select ® ok. Solve ® iterate 1000000 ® iterate. </H1> |
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May 16, 2009, 07:34 |
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#2 |
Member
Ralf Schmidt
Join Date: Mar 2009
Location: Austria
Posts: 67
Rep Power: 17 |
Hi!
I don't know about the specific VOF model settings... but the others look good... except: you have no grid @ scale .... And I would turn off the standard fluent convergence check in the residuals menu... Ralf
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CFD - nothing but Colourful Fluid Dynamics |
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May 16, 2009, 10:47 |
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#3 |
Member
zhao peng
Join Date: Mar 2009
Posts: 41
Rep Power: 17 |
you can turn on the open channel flow option in boundary condition panel if you use pressure inlet or mass flow inlet in inlet boundary and pressure outlet or outflow in outlet boundary.
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May 20, 2009, 06:55 |
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#4 |
New Member
sadrooz
Join Date: Apr 2009
Posts: 12
Rep Power: 17 |
it does'nt work. the velocities are much more than real.
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May 20, 2009, 11:28 |
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#5 |
Member
zhao peng
Join Date: Mar 2009
Posts: 41
Rep Power: 17 |
you can define the velocity magnitude in pressure inlet boundary after turning on open channel flow option.
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May 21, 2009, 15:03 |
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#6 |
New Member
sadrooz
Join Date: Apr 2009
Posts: 12
Rep Power: 17 |
thanks. i did it but it looks that the water is vaporing little by little.
the water goes up . it looks like that the gravity is opposite. |
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May 23, 2009, 10:52 |
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#7 |
Member
zhao peng
Join Date: Mar 2009
Posts: 41
Rep Power: 17 |
How did you set the outllet boundary?
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May 23, 2009, 12:46 |
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#8 |
New Member
sadrooz
Join Date: Apr 2009
Posts: 12
Rep Power: 17 |
outlet boundary:
multiphase : open channel : free surface level between (0,2). |
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March 28, 2010, 06:27 |
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#9 |
New Member
mohammad
Join Date: Mar 2010
Posts: 3
Rep Power: 16 |
hi you should put gravity in z direction not y
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March 29, 2010, 03:37 |
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#10 |
Senior Member
Svetlin Filipov
Join Date: Mar 2009
Location: United Kingdom
Posts: 176
Rep Power: 17 |
Look the mesh quality and I can not see what is the time step of the calculation. VOF method is used often as an unsteady ....
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April 20, 2011, 19:40 |
are you sur??? to mark!!!!
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#11 |
New Member
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Adapt ® region ® x between ( -1.5 ,1.5) , y( 0,2) , z ( -6 , 6) , adapt ® yes ® mark ® close
i think that you have not to mark the region that you have adapt!!! iam not very sur but i hope for those ho read that topic to search and confirme : |
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May 28, 2011, 08:05 |
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#12 |
New Member
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you are wright .....not to adapt !!!! just MARK......iam sorry
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December 23, 2011, 17:29 |
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#13 | |
New Member
Pooya
Join Date: May 2010
Posts: 26
Rep Power: 16 |
Quote:
man rooie ie masaleie moshabehe in masaleie shoma kar mikonam dar morede taeen sharaiete marzi be moshkel bar khordam mishe komakam konid? |
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May 20, 2013, 05:29 |
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#14 |
New Member
Moahanad
Join Date: Apr 2013
Posts: 6
Rep Power: 13 |
Did you guys know the problem, if yes, could u please tell me what was it. Thankls
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June 2, 2013, 09:15 |
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#15 | |
Senior Member
FHydro
Join Date: Jan 2013
Posts: 197
Rep Power: 13 |
Quote:
I am using "Open channel flow" option in inlet and outlet boundaries. It is look like water goes up in pressure inlet boundary. Where is the origin of the free surface and bottom. Is it in bottom of any boundary or origin of coordinates? help me please. |
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August 26, 2013, 03:24 |
3D water-gas ejector with vof
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#16 |
New Member
volaee mohammad
Join Date: Aug 2013
Posts: 2
Rep Power: 0 |
How do we model the two phase (water-gas) ejector with vof in fluent??
I thank for the help.. |
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January 26, 2014, 17:16 |
mixture model
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#17 |
New Member
volaee mohammad
Join Date: Aug 2013
Posts: 2
Rep Power: 0 |
Please explain the mixed model for liquid-gas ejector simulation
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March 25, 2016, 05:01 |
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#18 |
Member
muhamed
Join Date: Jun 2013
Posts: 66
Rep Power: 13 |
Hi.
In the attached picture I did a simulation of a pier into a channel using FLUENT but the drag force I got is negative. I used a pressure inlet and pressure outlet with giving the water and bottom levels by ticking on the open channel choice. Any tips please? |
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