Surface tension and excess pressure

Click For Summary

Discussion Overview

The discussion centers around the application of the Young-Laplace equation to determine excess pressure at liquid-gas interfaces, particularly focusing on how to select appropriate radii of curvature for different geometries, including circular and rectangular plates. Participants explore the implications of curvature on pressure and the complexities introduced by different shapes.

Discussion Character

  • Technical explanation
  • Conceptual clarification
  • Debate/contested

Main Points Raised

  • Some participants explain that the excess pressure is given by ΔP= σ(1/R1 + 1/R2), where R1 and R2 are the principal curvatures.
  • There is a discussion about how to determine which radii to use in the formula, particularly in cases where the geometry is not straightforward, such as with rectangular plates.
  • One participant notes that for a rectangular plate, the curvature varies at different points, and the principal curvatures can be negative or infinite depending on the geometry.
  • Another participant raises confusion regarding the curvature at the corners of a rectangular plate, questioning how the radius of curvature can be infinite and what this means for the fluid's behavior at those edges.
  • Some participants mention that if the fluid is not pinned to the edges, the shape of the plate may not significantly affect the curvature considerations.
  • There is an acknowledgment that the curvature can vary with height and that the presence of gravity complicates the analysis, potentially leading to different shapes like catenaries or amphora shapes.

Areas of Agreement / Disagreement

Participants express varying levels of understanding regarding the application of curvature concepts to different geometries, with some agreeing on the definitions of principal curvatures while others remain uncertain about their implications in specific cases. The discussion does not reach a consensus on how to handle the complexities introduced by the rectangular plate and its corners.

Contextual Notes

Participants highlight limitations in understanding how curvature varies around different geometries and the implications of discontinuities at edges or corners. The discussion reflects uncertainty about the relationship between curvature and pressure in non-standard shapes.

Urmi Roy
Messages
743
Reaction score
1
Let σ be the surface tension ...
I got to know that the excess pressure for a liquid-gas interface with radii of curvature (see http://en.wikipedia.org/wiki/Surface_tension#Surface_curvature_and_pressure ...the part on Surface curvature and pressure and Young-Laplace equation).

is given by ΔP= σ(1/R1 + 1/R2)

I have 3 cases as shown in my attached figure... in there cases, how do we know which radii/lengths to plug into the above formula?



how do we/on what basis do we make the selection..?

I'm guessing that we just look at the liquid-gas interface and see what radii are on the opposite sides...but that doesn't work for the rectangular plate...

also, especially in regard to the liquid droplet, if we take the inner radius to be one radius, on the other side of the boundary of the droplet, we have an infinite radius!

Please help!
 

Attachments

  • Surface tension and excess pressure.JPG
    Surface tension and excess pressure.JPG
    17.2 KB · Views: 2,367
Physics news on Phys.org
As the Wikipedia article states, the quantity in parentheses is known as the "mean curvature" of the surface. 1/R1 and 1/R2 are known as the principal curvatures. For a smooth surface if you look at all curves on the surface that pass through the central point, their curvature will vary. There will be two directions in which the curvature takes an extreme value, and by definition these are the principal curvatures. The two principal directions will be perpendicular to each other.

In your examples,
1) You've correctly identified r and r', only remember that r' is negative.
2) For the rectangular plate the curvature will be different at different points around the plate. Along one of the straight sides, you've identified one principal curvature r' (it's negative). In the other principal direction parallel to the edge the curvature is zero (r is infinite, that's fine)
3) For the bubble, both curvatures have the same value, 1/R1.
 
I'm a little confused by the diagrams- if the fluid is not pinned to the edges of the plate, the mean curvature is simple to understand- one principal radius is r', and the other is r, and note that r varies with height. This means r' has to vary with height as well: IIRC, if there is no gravity the profile is a catenary, and if gravity is present you get an 'amphora' shape, and the boundary condition is given by the contact angle.

Now, if the fluid is pinned to the plate edges, things change considerably: for the circle plate there's no conceptual issue (except the contact angle can vary), but the rectangular plate *is* much more complicated because of the corners. The radius of curvature there is infinite, so the fluid can't stay pinned there. I'm unaware of a solution to this problem, although the fluid shape is a minimal surface, so there may be a solution out there.
 
Bill_K said:
1/R1 and 1/R2 are known as the principal curvatures.

For a smooth surface if you look at all curves on the surface that pass through the central point, their curvature will vary.
There will be two directions in which the curvature takes an extreme value, and by definition these are the principal curvatures.

The two principal directions will be perpendicular to each other.


I guess the bolded parts are important to remember...

Bill_K said:
In your examples,
2) For the rectangular plate the curvature will be different at different points around the plate. Along one of the straight sides, you've identified one principal curvature r' (it's negative). In the other principal direction parallel to the edge the curvature is zero (r is infinite, that's fine)

I don't understand the bold parts...why is the radius of curvature in one direction zero? How does the curvature vary around the rectangle?


Also, you said that the curvatures are supposed to be taken perpendicular to one-another...this does not happen here...neither for the circular disc case for that matter...could you elaborate more on this example,please?
 
Andy Resnick said:
Now, if the fluid is pinned to the plate edges, things change considerably: for the circle plate there's no conceptual issue (except the contact angle can vary), but the rectangular plate *is* much more complicated because of the corners. The radius of curvature there is infinite, so the fluid can't stay pinned there.


How are the radii of curvature at the corners infinite? For that matter, I don't think I understand what happens along the edges either..what about if it were an infinite rectangular plate?

The liquid isn't pinned, I guess...we're just sort of balancing the plate on a film of liquid...much like in a contact lens-eye interface...
 
Urmi Roy said:
How are the radii of curvature at the corners infinite?

No, the curvature is infinite- the radius is zero (k = 1/r) because the surface is discontinuous at an edge or corner.

Urmi Roy said:
For that matter, I don't think I understand what happens along the edges either..what about if it were an infinite rectangular plate?

The liquid isn't pinned, I guess...we're just sort of balancing the plate on a film of liquid...much like in a contact lens-eye interface...

If the liquid isn't pinned, then the shape of the plate doesn't matter.
 
Andy Resnick said:
No, the curvature is infinite- the radius is zero (k = 1/r) because the surface is discontinuous at an edge or corner.
If the liquid isn't pinned, then the shape of the plate doesn't matter.

I think I'm having a basic problem in how to decide which radii I'm talking about...please could you also look at post #4...maybe if you answered those questions first, it would be easier for me...
 
If you look the derivation it would be easy.
 

Similar threads

  • · Replies 1 ·
Replies
1
Views
2K
  • · Replies 6 ·
Replies
6
Views
1K
  • · Replies 1 ·
Replies
1
Views
2K
  • · Replies 5 ·
Replies
5
Views
2K
  • · Replies 2 ·
Replies
2
Views
2K
  • · Replies 8 ·
Replies
8
Views
3K
  • · Replies 5 ·
Replies
5
Views
2K
  • · Replies 22 ·
Replies
22
Views
1K
  • · Replies 1 ·
Replies
1
Views
3K
Replies
2
Views
3K