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发表于 2006-3-21 10:55:08
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挑战流体高手:伯努利定理中的静压是哪个方向的?
Then I simply don';t agree with Batchcelor';s arguments on calling it hydrostatic pressure when the fluid particles are having acceleration.
In his next page (p14 footnotes) he also said that
"The term hydrostatic pressure is often used, but the implied association with water has only historical justification and may be misleading. The terms ';hydrodynamics'; and ';aerodynamics'; are likewise unnecessarily restrictive, and are being superseded by the more general term ';fluid dynamics';"
I think that he tried to introduce the concept of pressure p=-sigma_{ii}/3 in the context of both inviscid and viscous fluid. The problem is that viscous/compressible fluid has to be at rest for the deviatoric tensor to be zero and the total tensor is only consisted by the pressure component. On the other hand, for inviscid and incompressible fluid, the deviatoric tensor is always zero regardless whether it is at rest or not. So, what I call pressure is really hydrostatic pressure for viscous/compressible fluid by Batchelor, also total pressure for inviscid and incompressible fluid.
In free surface flow such as water waves, say the surface elevation is defined as eta(x,y,t), the pressure at z is p=rho*g*(eta-z)+ pd, where rho*g*(eta-z) is not related to acceleration of fluid particles, and pd is related to acceleration. In this context, people call rho*g*(eta-z) hydrostatic pressure, and pd dynamic pressure. Obviously, this is not the same ';hydrostatic pressure'; as by Batchelor.
Finally, in my opinion, pressure is pressure, it is always isotropic in terms of direction, so there there should be no such question of which direction it is acting at or which plane it is acting on unless we are talking about an interface within the fluid or with a boundary in which case pressure should really be called forcing on the interface.
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