What happens when tube is immersed in a liquid?

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When a closed tube is immersed in water, the pressure dynamics dictate that the liquid will rise within the tube due to the atmospheric pressure acting on the water surface. The air inside the tube compresses as water enters, creating a pressure difference that allows the liquid to "shoot up." The discussion revolves around understanding the forces at play, particularly the hydrostatic pressure of the water and the pressure of the air above it. The ideal gas law is applied to relate the pressures and volumes involved in the system, leading to a quadratic equation that helps determine the height of the water column in the tube. Ultimately, the resolution of the problem confirms that the liquid level stabilizes below the water level outside the tube, validating the initial assumptions about pressure differences.
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Homework Statement


A tube of length L=1 m closed at its upper end is immerged vertically, with its openend, in water by a distance l=27 cm. The atmospherical pressure is the normal one. Find the length of the water column that enters the tube. Consider the process isothermal.


Homework Equations



Since the process is isothermal the produc between the pressure of the gas and its volume is constat. I belvie we also need the formula for the hydrostatic pressure.


The Attempt at a Solution



Here's what bugs me. When we Immerge a tube in the conditions of the problem, what is the correct situation? A or B? What I mean is, does the level of the liquid in the tube stabilize below the level of the liquid in the vase, or above it?

whatiscorrect_zps468486ad.png


I say that the correct situation is B, because we "push" the liquid with a certain force due tot the air molecules inside the tube, but I'm not sure. I found situation A quite plasauble.

Please, help me! :(
 
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Explain why normally still liquid would "shoot up" if covered by a closed tube.
 
voko said:
Explain why normally still liquid would "shoot up" if covered by a closed tube.

Well, I can't find a reason. If the situation were a little bit different, then I would be able to explain. For example, consider a cilinder divided into two containers. The containers are separated by a movable piston. The reason why the half below the piston would "shoot up" is that the pressure of the gas molecules below has overcome the pressure of the gas molecules above.

I can't find a reason why a normally still liquid would "shoot up" if covered by a closed tube, because the liquid dosen't exert a certian pressure to the gas. The liquid would exert a hydrostatic pressure, if it were above the gas. But it is below.
 
First, is the tube closed on the top, as it appears to be in the pictures? Then the air in the tube must be compressed by some pressure greater than that acting on the top of the liquid. And that is only possible if the air presses down into the liquid.

If the tube is NOT closed on the to then the surface tension of the liquid will cause it to "creep" slightly up the tube.
 
HallsofIvy said:
First, is the tube closed on the top, as it appears to be in the pictures? Then the air in the tube must be compressed by some pressure greater than that acting on the top of the liquid. And that is only possible if the air presses down into the liquid.

If the tube is NOT closed on the to then the surface tension of the liquid will cause it to "creep" slightly up the tube.

Yes, the tube is closed.
 
DorelXD said:
I can't find a reason why a normally still liquid would "shoot up" if covered by a closed tube, because the liquid dosen't exert a certian pressure to the gas. The liquid would exert a hydrostatic pressure, if it were above the gas. But it is below.

The liquid at the surface does have a certain pressure. This is the pressure of the atmosphere that surrounds it. Will that cause the liquid to shoot up if you insert a tube, closed at the top, with air at the atmospheric pressure?
 
If any liquid enters the tube, the pressure within the air in the tube will be higher than atmospheric. That would mean that figure B is correct. Use the ideal gas law to express the new pressure within the gas in terms of the tube length L, and the distance d. How does the pressure at the bottom of the tube have to be related to the pressure in the remainder of the reservoir at the depth h?

Chet
 
voko said:
The liquid at the surface does have a certain pressure. This is the pressure of the atmosphere that surrounds it. Will that cause the liquid to shoot up if you insert a tube, closed at the top, with air at the atmospheric pressure?

How can that be? The liquid is below, it dosen't presses on the air...
 
Chestermiller said:
If any liquid enters the tube, the pressure within the air in the tube will be higher than atmospheric. That would mean that figure B is correct. Use the ideal gas law to express the new pressure within the gas in terms of the tube length L, and the distance d. How does the pressure at the bottom of the tube have to be related to the pressure in the remainder of the reservoir at the depth h?

Chet

This would be easy, but I still don't understand why the liquid dosen' "shoot up".
 
  • #10
DorelXD said:
How can that be? The liquid is below, it dosen't presses on the air...

In a similar problem you solved recently, you used that :)

The air above the liquid exerts some pressure on it, The liquid has no choice but to be at the same pressure just below the air, and develop additional pressure due to its own weight as depth increases.
 
  • #11
voko said:
In a similar problem you solved recently, you used that :)

The liquid has no choice but to be at the same pressure just below the air, and develop additional pressure due to its own weight as depth increases.

Ok, I totally agree, and I strongly believe that it has something to do with Newton's third law, right? but I can't understand why the liquid dosen't behave like in situation A. It's such a simple thing, and I don't ubderstand it.

Just to be clear, do you mean that at the green line there is a pressure on the air due to the liquid? That is due to action-reaction theorem principle, right?
whatiscorrect_zpse62490ac.png
 
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  • #12
Something must force the liquid into the tube for situation A to happen. What could that be?
 
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  • #13
voko said:
Something must force the liquid into the tube for situation A to happen. What could that be?

A difference of pressure between the air in the tube and the liquid, at the contact point between them?

And please, I want to know if there is a pressure at the green line.
 
  • #14
DorelXD said:
A difference of pressure between the air in the tube and the liquid, at the contact point between them?

What pressure would you have in the air in the tube in situation A?

And please, I want to know if there is a pressure at the green line.

I think we have already covered this. But again: what is the pressure at the surface of a liquid surrounded by atmosphere?
 
  • #15
DorelXD said:
This would be easy, but I still don't understand why the liquid dosen' "shoot up".
No problem. Just work out the formulation of the equation. Here's a hint. In the formulation, it doesn't matter whether you assume that figure A prevails or figure B prevails. The formulation will be the same for both figures. The solution to the equation will tell you which picture is correct and, more importantly, why. So, as I said in my previous post, use the ideal gas law to express the new pressure within the gas in terms of the tube length L, and the distance d and atmospheric pressure pa. What is your equation for the pressure of the gas above the liquid interface in the tube?

Chet
 
  • #16
Oops. I just saw that you added a question in an edit. I advice against adding things in edits, they are too easy to overlook. Just add another post.

Consider a very small volume of liquid of a negligible mass just at its surface. We know it does not move with time, so its velocity and acceleration are zero. By Newton's second law, the sum of all the forces must then also be zero. But we have a downward force due to the atmospheric pressure. Something then must cancel this force out. What is it?
 
  • #17
What pressure would you have in the air in the tube in situation A?
(@Voko)

Well, let's consider the lower end of the tube. At that level, the pressure must be the same everywhere. So, we have (consider p_0 the atmospherical pressure):

p_0+\rho g h=p_A+ \rho g d => p_A=p_0-\rho g (h-d).

I think we have already covered this. But again: what is the pressure at the surface of a liquid surrounded by atmosphere?

Well, the atmospherical pressure.

Consider a very small volume of liquid of a negligible mass just at its surface. We know it does not move with time, so its velocity and acceleration are zero. By Newton's second law, the sum of all the forces must then also be zero. But we have a downward force due to the atmospheric pressure. Something then must cancel this force out. What is it?
I believe is the force that the surface of the container exerts on the liquid, a.k.a the normal force?
No problem. Just work out the formulation of the equation. Here's a hint. In the formulation, it doesn't matter whether you assume that figure A prevails or figure B prevails. The formulation will be the same for both figures. The solution to the equation will tell you which picture is correct and, more importantly, why. So, as I said in my previous post, use the ideal gas law to express the new pressure within the gas in terms of the tube length L, and the distance d and atmospheric pressure pa. What is your equation for the pressure of the gas above the liquid interface in the tube?

Chet

Then, let's take the A situation. Consider a intial situation, when the tube begins to make contact with the surface of the water, and the A situation as the final one. In the initial situation, a volume Sl of air at atmospherical pressure, p_A, will be enclosed in the tube. So we have:

p_1=p_a<br /> V_1=Sl<br />

For the final state:
<br /> p_2=\rho g(h-d)+ p_a<br /> <br /> V_2=(L-d)S<br />

As this is an isothermical transformation we have that: p_1V_1=p_2V_2=&gt;<br /> <br /> 0= \rho ghd^2-d(\rho gL+\rho gh+ p_a)+\rho ghL which is a quadratic equation.
 
  • #18
DorelXD said:
(@Voko)

Well, let's consider the lower end of the tube. At that level, the pressure must be the same everywhere. So, we have (consider p_0 the atmospherical pressure):

p_0+\rho g h=p_A+ \rho g d =&gt; p_A=p_0-\rho g (h-d).

No, that should be ## p_A=p_0 + \rho g (h-d) ##. And because ## d > h ##, you have ## p_A < p_0 ##. Now, how could that happen in a tube with its top closed?
 
  • #19
DorelXD said:
I believe is the force that the surface of the container exerts on the liquid, a.k.a the normal force?

How can the surface of the container exert a force on the surface of the liquid?
 
  • #20
In both situations A and B, by the ideal gas law, the pressure of the air within the tube is p_a\frac{L}{L-d}. The pressure at the bottom of the tube is then p_a\frac{L}{L-d}+ρgd. This must match the pressure within the reservoir at the depth of the bottom of the tube p_a+ρgh. Equating these pressures gives (at static equilibrium):
p_a\frac{L}{L-d}+ρgd=p_a+ρgh
All that needs to be done us to solve this equation for d, using the quadratic formula.
 
  • #21
voko said:
No, that should be ## p_A=p_0 + \rho g (h-d) ##. And because ## d > h ##, you have ## p_A < p_0 ##. Now, how could that happen in a tube with its top closed?

Indeed, sorry :D .

And because d>h, you have pA<p0. Now, how could that happen in a tube with its top closed?

I really don't know. Could you explain, please?
 
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  • #22
voko said:
How can the surface of the container exert a force on the surface of the liquid?

Isn't that force analogous to the one a surface of an incline plane exerts on a body that rests on it?
 
  • #23
Chestermiller said:
In both situations A and B, by the ideal gas law, the pressure of the air within the tube is p_a\frac{L}{L-d}.

I don't get this part, sorry. By the way, thank you all for your answers and for the patience! I really appreciate it!
 
  • #24
DorelXD said:
Indeed, sorry :D .

So, have you understood which of A and B is possible and why?

DorelXD said:
Isn't that force analogous to the one a surface of an incline plane exerts on a body that rests on it?

The bottom of the container does indeed exert a normal force. However, that force acts on the liquid which is just close to the bottom, not on the liquid that it is at the interface with the atmosphere.
 
  • #25
So, have you understood which of A and B is possible and why?

No, I haven't. :( :( :( :( :(

The bottom of the container does indeed exert a normal force. However, that force acts on the liquid which is just close to the bottom, not on the liquid that it is at the interface with the atmosphere.

Why is that?
 
  • #26
I get it, I get it, I get it! O my God, I can't believe I finally got it! Well, if the temperature remains the same, in situation A, the final pressure drops. If the final pressure drops, that means that the volume of the air increases, by the law of the isothermical transformation. But this is a contradction, since the air molecuels can't escape the tube! So, the situation A is impossible! You guys, are the best!

Also it is clear, that the volume occupied by the gas molecules decreases since a part of the tube will be filled with liquid.
 
  • #27
The bottom of the container does indeed exert a normal force. However, that force acts on the liquid which is just close to the bottom, not on the liquid that it is at the interface with the atmosphere.

DorelXD said:
Why is that?

How else can it be? A force cannot magically act on something it cannot reach.

P.S. Well done on your final conclusion!
 
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  • #28
voko said:
The bottom of the container does indeed exert a normal force. However, that force acts on the liquid which is just close to the bottom, not on the liquid that it is at the interface with the atmosphere.



How else can it be? A force cannot magically act on something it cannot reach.

P.S. Well done on your final conclusion!

Thank you for your appreciation, and especially for your help! I get that now, too. I've mistaken the liquid with a material point, which has no size, and with which we work when we deal with classical mehanics problems.
 
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