- #36
cjl
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Because the relevant pressure here is the static pressure. Perhaps you're confusing it with the stagnation pressure? The static pressure is absolutely relevant in a dynamic situation - in fact, the static pressure is really the only pressure you care about directly in a dynamic situation. The static pressure describes the pressure exerted by the fluid. Dynamic pressure is merely a method of measuring the kinetic energy of the fluid, and the dynamic pressure is always equal to 1/2*ρv2.klimatos said:cjl: Saying something multiple times does not make it true. Why are you referring to static pressures in what is obviously a dynamic situation?
To go into somewhat more detail, since the entire fluid column is exposed to the atmosphere, a force balance requires that the static pressure in the entire fluid column is equal to the atmospheric pressure surrounding it. The increase in velocity is coming from potential energy (or, as russ correctly put it using slightly different terminology, it comes from the gravitational head). This is causing an increase in the stagnation or total pressure, as the static pressure is staying constant and the dynamic pressure is increasing. Often, the Bernoulli equation is written in such a way as to reflect this term, specifically:
P+1/2ρv2+ρgh = constant
In this particular case, h is decreasing and v is increasing, while P is constant throughout the column.
Perhaps you should brush up on your fluid dynamics terminology.klimatos said:From the standpoint of kinetics, there is no static pressure in moving water. There are only dynamic pressures that vary from time to time at any given place and from place to place at any given time. These variations allow streams to pluck heavy rocks from their beds.
To go back to the bernoulli equation as I have written it above, for an inviscid, incompressible, lossless flow, P+1/2ρv2+ρgh = constant.
This is typically broken down into three separate components. P is the static pressure, and it describes the actual pressure felt by an area at that location in the flow. 1/2ρv2 is the dynamic pressure, and it describes the kinetic energy of the flow (or, to look at it another way, it is the amount of pressure that would be gained if the flow were slowed down to a stop with no losses). Finally, ρgh is an external force term describing the influence of an external force (in this case, gravity). If other external forces are present, this term can be generalized to include them as well.
When people using the bernoulli relationship talk about pressure dropping as velocity increases, they are typically referring to the simplified case where there is no external force term. In this case, the equation simplifies to P + 1/2ρv2 = constant. In this case, as the velocity of the flow is increased (perhaps by running it through a constriction in a pipe), it is clear that the dynamic pressure term increases. Since the stagnation (or total) pressure is constant, this requires that the static pressure decrease. Since static pressure is in fact what most people are referring to when they refer to pressure, this allows for the rough generalization that pressure decreases as velocity increases.
Since this simplification relies on no external force however, it does not apply in this case.
klimatos said:Finally, the Bernoulli Principle is always in effect whenever you have a fluid in motion or an object in motion relative to and in contact with a fluid.
Well, the Bernoulli principle always applies when you have an inviscid, incompressible, lossless flow. However, in this case, those approximations are fairly valid. However, that doesn't mean that you are applying the Bernoulli principle correctly. In this case, you are neglecting the presence of the external force term, which is why you are getting incorrect results.
Chris
(Graduate student in aerospace engineering focusing on fluid mechanics and propulsion)