What is the meaning of the free surface in fluid mechanics?

Click For Summary
SUMMARY

The discussion centers on the concept of the "free surface" in fluid mechanics, particularly in the context of a rotating liquid in a centrifuge. The free surface is defined as the interface where the gauge pressure, denoted as ##p##, equals zero, indicating no shear stress. This surface is characterized by the equation $$ z_0 - z = \frac{r^2 \omega^2}{2g} $$, where ##\omega## is the angular velocity, ##r## is the radial distance, and ##g## is the acceleration due to gravity. At equilibrium, the fluid pressure must equal atmospheric pressure, ensuring that the free surface remains stable and isobaric.

PREREQUISITES
  • Understanding of fluid mechanics principles
  • Familiarity with gauge pressure and hydrostatic pressure concepts
  • Knowledge of centrifugal force and its effects on fluids
  • Basic mathematical skills for interpreting fluid equations
NEXT STEPS
  • Study the effects of centrifugal force on fluid behavior in rotating systems
  • Learn about hydrostatic pressure and its applications in fluid mechanics
  • Explore the concept of isobaric surfaces in fluid dynamics
  • Investigate the implications of free surfaces in various fluid systems
USEFUL FOR

Students and professionals in fluid mechanics, mechanical engineers, and researchers interested in the behavior of fluids under rotational forces and pressure dynamics.

Adesh
Messages
735
Reaction score
191
I’m currently studying Fluid Mechanics, during an analysis I came across this

We now consider an example that combines centrifugal force and gravity: a liquid in a drum (centrifuge) rotates with constant angular velocity ##\omega## about a vertical axis. The centrifugal force per unit of volume is $$ \mathbf F = F_{r} \hat r ; F_r = \rho r \omega ^2 ; \hat r \text{is a unit vector} \perp \text{to the axis}$$
Its potential is given by $$ U = - \frac{1}{2} \rho r^2 \omega ^2 $$
The total potential of gravity and centrifugal force is (except for a constant) given by
$$ U = - \rho g z - \frac{1}{2} \rho r^2 \omega ^2 = - \gamma \left (
z + \frac{ r^2 \omega ^2}{2 g} \right ) $$ From the equation ## p = -U + constant ## we can write $$ p = \gamma \left (
z + \frac{r^2 \omega^2 }{2g} \right) + constant $$
[we can find the constant by doing few simple things and after getting it we can write] $$ p = \gamma \left(
z-z_0 + \frac{r^2 \omega ^2}{2g} \right)$$ The free surface, characterised by ##p=0##, has the equation $$ z_0 -z = \frac{r^2 \omega ^2}{2g} $$


My problem what does that line “the free surface, characterised by ##p=0##” means? I tried searching Wikipedia and found that free surface means where there is no shear stress but I couldn’t connect it to here. How zero shear stress would make ##p=0## in the above equations?

P.S. : the book from which I have quoted is Sommerfeld’s Lectures on Theoretical Physics Vol II.
 
Physics news on Phys.org
This is somewhat speculative, since I haven't read the book, however might ##p## be defined as the hydrostatic pressure wrt the surface of the liquid? The surface of zero pressure would then give you the surface of the liquid, which as far as I can recall is indeed the expression you have in your last line.
 
  • Like
Likes   Reactions: Adesh
etotheipi said:
This is somewhat speculative, since I haven't read the book, however might ##p## be defined as the hydrostatic pressure wrt the surface of the liquid? The surface of zero pressure would then give you the surface of the liquid, which as far as I can recall is indeed the expression you have in your last line.
##p## denotes the gauge pressure, but I thought it is only at ##r=0## and on the surface that the gauge pressure would be zero because at some ##r \neq 0## we would have centrifugal pressure.
 
  • Like
Likes   Reactions: etotheipi
Adesh said:
##p## denotes the gauge pressure, but I thought it is only at ##r=0## and on the surface that the gauge pressure would be zero because at some ##r \neq 0## we would have centrifugal pressure.

I don't know enough to provide a good answer, I'm not sure what centrifugal pressure is (it might well be a thing!). To my mind there is in this case only hydrostatic pressure which is a function of position i.e. ##p(r,z)##. Even at ##r=0## I would think that this pressure varies linearly with ##z##.
 
  • Like
Likes   Reactions: Adesh
I don't know how to translate "free surface". Here it's just the surface of a fluid in a rotating bucket (to take Newton's famous (gedanken) experiment). Obviously here you consider hydrostatics of a rotating fluid under homogeneous gravity of the Earth. The free surface then must be an isobaric surface, and that's what's calculated here.
 
  • Like
Likes   Reactions: Adesh and etotheipi
vanhees71 said:
I don't know how to translate "free surface". Here it's just the surface of a fluid in a rotating bucket (to take Newton's famous (gedanken) experiment). Obviously here you consider hydrostatics of a rotating fluid under homogeneous gravity of the Earth. The free surface then must be an isobaric surface, and that's what's calculated here.
I’m sorry, but I request for a little more explanation.
 
Adesh said:
I’m sorry, but I request for a little more explanation.
You have water in a bucket. The bucket is spinning. The surface of the water assumes a curved shape. The "free surface" is the upper surface of the water. This is a "free" surface because the water is unconstrained there. It is free to flow. By contrast, the water at the bucket walls and bottom is constrained by the walls and is not [completely] free to flow.

Clearly, the atmospheric pressure is constant just above the surface. At equilibrium, the fluid pressure is also constant just below the surface. It is a surface of constant pressure -- isobaric.
 
  • Like
Likes   Reactions: Dale, vanhees71, Adesh and 1 other person
The free surface is the surface of the fluid which is not touching the rotating drum. I.e. the surface touching the atmosphere.
 
  • Like
Likes   Reactions: vanhees71 and Adesh
jbriggs444 said:
You have water in a bucket. The bucket is spinning. The surface of the water assumes a curved shape. The "free surface" is the upper surface of the water. This is a "free" surface because the water is unconstrained there. It is free to flow. By contrast, the water at the bucket walls and bottom is constrained by the walls and is not [completely] free to flow.

Clearly, the atmospheric pressure is constant just above the surface. At equilibrium, the fluid pressure is also constant just below the surface. It is a surface of constant pressure -- isobaric.
Is gauge pressure zero everywhere on the free surface?
 
  • #10
Adesh said:
Is gauge pressure zero everywhere on the free surface?
Yes.

At equilibrium, it has to be. If the fluid pressure were less than ambient at some place on the surface, air would accelerate in, forming an indentation. If the fluid pressure were more than ambient at some place on the surface, the fluid would accelerate out, forming a bulge. If there is an equilibrium, there can be no acceleration. Everything has stabilized. So one can conclude that the pressure must have equalized.
 
Last edited:
  • Like
Likes   Reactions: Dale, Adesh and etotheipi
  • #11
jbriggs444 said:
Yes.

At equilibrium, it has to be. If the fluid pressure were less than ambient at some place on the surface, air would accelerate in, forming an indentation. If the fluid pressure were more than ambient at some place on the surface, the fluid would accelerate out, forming a bulge. If there is an equilibrium, there can be no acceration. Everything has stabilized. So one can conclude that the pressure must have equalized.
Thank you so much, my doubt has been cleared.
 
  • #12
A free surface is the interface between a liquid and a gas.
 
  • Like
Likes   Reactions: vanhees71

Similar threads

  • · Replies 1 ·
Replies
1
Views
1K
  • · Replies 6 ·
Replies
6
Views
2K
  • · Replies 1 ·
Replies
1
Views
2K
  • · Replies 2 ·
Replies
2
Views
2K
  • · Replies 18 ·
Replies
18
Views
2K
  • · Replies 59 ·
2
Replies
59
Views
4K
  • · Replies 6 ·
Replies
6
Views
1K
  • · Replies 21 ·
Replies
21
Views
2K
  • · Replies 1 ·
Replies
1
Views
3K
  • · Replies 11 ·
Replies
11
Views
2K