Hydrostatic pressure distribution despite fluid motion

In summary, the conversation discusses whether the pressure can be considered hydrostatic in cases where there is fluid motion, and the conditions under which this is applicable. It is mentioned that if the fluid velocity vector is horizontal everywhere, then the pressure variation in the vertical direction can be considered hydrostatic. Otherwise, it should be referred to as "static" pressure. The Navier Stokes equations and the continuity equation are mentioned as key factors in understanding this concept.
  • #1
Kqwert
160
3
Hello,

in some exam questions I've looked at it is stated that the pressure distribution is hydrostatic, even though there is fluid motion. (In these cases the velocity has been constant over the section where the pressure is said to be hydrostatic). Is it really possible to assume that the pressure varies hydrostatically when there's fluid motion?
 
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  • #2
If the fluid velocity vector is horizontal everywhere, then it's OK to call the pressure variation in the vertical direction hydrostatic. Otherwise, the pressure should be referred to as "static" pressure or (just plain) pressure.
 
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  • #3
Chestermiller said:
If the fluid velocity vector is horizontal everywhere, then it's OK to call the pressure variation in the vertical direction hydrostatic. Otherwise, the pressure should be referred to as "static" pressure or (just plain) pressure.
Thank you, but shouldn't the velocity vector be uniform as well?

i.e

--->
--->
--->
--->
 
  • #4
Kqwert said:
Thank you, but shouldn't the velocity vector be uniform as well?

i.e

--->
--->
--->
--->
If the flow is horizontal, then the velocity in the z direction is zero and, from the Navier Stokes equations and the continuity equation, it will be hydrostatic in the z direction.
 
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  • #5
Chestermiller said:
If the flow is horizontal, then the velocity in the z direction is zero and, from the Navier Stokes equations and the continuity equation, it will be hydrostatic in the z direction.
Thank you. Do you have any links explaining this?
 
  • #6
Kqwert said:
Thank you. Do you have any links explaining this?
Do you have any background on the Navier Stokes equations and the continuity equation, or are you relatively new to fluid dynamics?
 
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  • #7
Chestermiller said:
Do you have any background on the Navier Stokes equations and the continuity equation, or are you relatively new to fluid dynamics?
I am familiar with the continuity equation, but not very familiar with Navier Stokes.
 
  • #8
Kqwert said:
I am familiar with the continuity equation, but not very familiar with Navier Stokes.
OK. Google the Navier Stokes equations, and examine them for a Cartesian Coordinate system.
 
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1. What is hydrostatic pressure distribution?

Hydrostatic pressure distribution refers to the pressure exerted by a fluid at rest due to the weight of the fluid itself. This pressure increases with depth and is equal in all directions at any given point.

2. How does fluid motion affect hydrostatic pressure distribution?

Fluid motion does not affect hydrostatic pressure distribution, as long as the fluid is at rest in the vertical direction. This means that the pressure at any given depth will be the same regardless of the shape or size of the container holding the fluid.

3. What is the equation for calculating hydrostatic pressure?

The equation for calculating hydrostatic pressure is P = ρgh, where P is the pressure, ρ is the density of the fluid, g is the acceleration due to gravity, and h is the depth of the fluid.

4. How is hydrostatic pressure used in everyday life?

Hydrostatic pressure has many practical applications in everyday life, including in hydraulic systems, as a measurement tool in weather forecasting, and in the design of structures such as dams and swimming pools.

5. How does hydrostatic pressure affect objects submerged in a fluid?

Objects submerged in a fluid will experience an increase in pressure as they descend deeper into the fluid, due to the increase in hydrostatic pressure with depth. This can lead to compression or deformation of the object if it is not strong enough to withstand the pressure.

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