|
[Sponsors] |
January 19, 2018, 10:42 |
pressure -> dragforces
|
#1 |
Member
hulli graemer
Join Date: Oct 2014
Posts: 48
Rep Power: 11 |
Hi all,
I am trying to derive the drag and lift forces from my simulation with paraview (extract surfaces and compute the normals). So far I found out that p is given in (m^2/s^2) and needs to be multiplied by the density (1000 in my case), which will give me pascals. Then multiplying the static pressure times the normal I end up with the drag/lift forces. I am somewhat confused now, with regard to the pressure because it is way lower that the hydrostatic pressure that I expected in the domain. In addition to that the drag forces are quite low. So I was wondering if I need to add the atmospheric pressure to that computation in order to end up with “physical results”? Or do I need the total pressure to calculate lift and drag ? I high appreciate any help Thank you so much Best H |
|
January 24, 2018, 09:08 |
|
#2 |
Super Moderator
Tobias Holzmann
Join Date: Oct 2010
Location: Tussenhausen
Posts: 2,708
Blog Entries: 6
Rep Power: 51 |
I guess you are the same person than in the German OpenFOAM forum right? Thus, the problem should be solved, or not?
__________________
Keep foaming, Tobias Holzmann |
|
|
|
Similar Threads | ||||
Thread | Thread Starter | Forum | Replies | Last Post |
Wind tunnel Boundary Conditions in Fluent | metmet | FLUENT | 6 | October 30, 2019 12:23 |
Periodic flow using Cyclic - comparison with Fluent | nusivares | OpenFOAM Running, Solving & CFD | 30 | December 12, 2017 05:35 |
Discharge of Pressure Vessel into Pipe with Regulator | gajowni2 | System Analysis | 0 | October 31, 2015 18:57 |
Calculation of the Governing Equations | Mihail | CFX | 7 | September 7, 2014 06:27 |
Unsteady pressure differential between inlet and outlet of the pipe for single phase | joshi20h | FLUENT | 0 | September 26, 2012 12:41 |