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June 18, 2015, 20:35 |
Hydrostatic pressure - Buoyant Flow
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#1 |
Senior Member
Join Date: Aug 2014
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Hello,
I need to understand many things: - In which case, we will use the option "Buoyant" ? I read that for a non-buoyant flow, the hydrostatic pressure doesn't exist ... Where is the term "gz" in the momentum equations in CFX ? - Does the term "rho*g*h" take into account in the term "P" of momentum equations in CFX ? For example, if I simulate a vertical pipe flow with a diffuser in a steady state study and the fluid is incompressible water, is hydrostatic pressure included in absolute pressure ? If not, why ? Thank you very much ! Last edited by MissCFD; June 18, 2015 at 21:58. |
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June 19, 2015, 05:18 |
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#2 |
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Mr CFD
Join Date: Jun 2012
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Hello,
"For example, if I simulate a vertical pipe flow with a diffuser in a steady state study and the fluid is incompressible water, is hydrostatic pressure included in absolute pressure?" In a vertical pipe, without gravity switched on, hydrostatic pressure is not included in the absolute pressure. "If not, why?" Because hydrostatic head is a type of body force due to gravity. If you don't switch on gravity then you simple don't have a hydrostatic head. P_absolute = P_dynamic + P_static + P_hydrostatic Without gravity P_hydrostatic = 0, and then you are just left with P_absolute = P_dynamic + P_static Edit: However, try this and see if hydrostatic head is included without buoyancy: 1.Go into CFX Pre. In Default Domain do not turn on gravity (no gravity terms are on). 2. Go to solver control, go to advanced options, and select pressure level information. 3. Select cartesian coordinates and provide the coordinates where your reference pressure is. 4. Select your relative pressure level. 5. Run a simulation. Is hydrostatic pressure activated? |
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June 19, 2015, 07:09 |
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#3 |
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Better not be included. If the gravity vector is not defined, there is no way to add the hydrostatic pressure.
Recall the body force due to gravity is g dot (r - r_ref). |
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June 19, 2015, 07:30 |
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#4 |
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Thank you to both for your reply
But, what is (r-ref) ? I thought that in N.S equations, the body force du to gravity intervened through the term rho*g ... And why, in most current applications of engineering, we don't defined the gravity vector ? |
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June 20, 2015, 06:44 |
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#5 |
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Glenn Horrocks
Join Date: Mar 2009
Location: Sydney, Australia
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You only define a gravity vector when gravity is significant.
Examples of where it is insignificant include: single phase pipe flow, IC engine modelling, airfoil modelling (just to name a few). Pretty big areas of engineering do not require gravity. |
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June 20, 2015, 16:05 |
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#6 |
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- But in a vertical pipe flow for example, the driving force is gravity ...
Does that mean that when I impose a velocity inlet and a pressure outlet, the pressure difference between inlet and outlet include the term ''rho*g*h'' ? - Does the hydrostatic pressure contribution is included in the Pressure when buoyant condition isn't actived ? |
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June 21, 2015, 06:26 |
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#7 |
Super Moderator
Glenn Horrocks
Join Date: Mar 2009
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The driving force might be gravity but that driving force may also be expressed as a simple pressure drop. The question is whether gravity acts as a force inside the simulation domain or not.
If there is no buoyancy (ie no gravity) then there is no hydrostatic head (rho*g*h = 0). |
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