|
[Sponsors] |
January 7, 2004, 11:19 |
Confusion about pressures in CFX5.6
|
#1 |
Guest
Posts: n/a
|
Hi, everyone
I am modelling natural convection flow in a simple rectangular box with openings connected to external. Buoyancy model with Boussinesq assumption is used. I am getting confused about the different types of pressures in CFX5.6. It says on page 10 of Solver Modelling menu: "Note that the Results file 'pressure' values do not contain the hydrostatic contribution to 'pressrue', and this should be added to obtain actual values of pressure relative to the 'Reference Pressure' in these cases. If the flow is buoyant and the 'Reference Pressure' is set to 0 Pa, then the hydrostatic pressure contribution will be included". 1. is this true if you set 'reference pressure = 0' then the dydrostatic pressure contribution is automatically included? 2. What is the 'pressure' in the results file? Is it the 'Modified Pressure' defined as: P_stat + 2*rho*k/3 ? 3. Is the 'total pressure' in the results file defined as: P_tot =P_stat + 0.5*(U*U)? then what is the difference between the 'total pressure' and the 'modified pressure'? 4. Which pressure value is representing the natural driving force? 5. I understand that in CFX4 the 'modified pressure' was further modified to P_modified = P_stat + 2*rho*k/3 –rho_ref*g*xi. when using eddy viscosity models. Then the scalar 'Real Pressure' will represent its value in output file. Am I right? Thank you very much for your help Regards Forrest |
|
|
|
Similar Threads | ||||
Thread | Thread Starter | Forum | Replies | Last Post |
Soil and Internal Water Pressures | mattyg88 | ANSYS | 1 | March 13, 2010 11:45 |
Negative pressures in the flow domain | mahut | FLUENT | 2 | September 27, 2007 05:07 |
Guage vs. Absolute pressures in Fluent. | Riaan | FLUENT | 1 | January 21, 2005 14:22 |
pressures in MDM - parallel fluent | paolo | FLUENT | 1 | April 7, 2004 00:38 |
the solvers of CFX4.4 and CFX5.6 | Forrest | CFX | 2 | September 5, 2003 04:34 |