Archimedes' Principle for gases - derivation?

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Discussion Overview

The discussion revolves around the application of Archimedes' Principle to gases, specifically the derivation of buoyant force in a gas compared to that in a liquid. Participants explore the implications of gas compressibility and density variation with height in a gravitational field.

Discussion Character

  • Exploratory
  • Technical explanation
  • Debate/contested

Main Points Raised

  • One participant outlines the derivation of buoyant force in liquids and questions how it applies to gases, noting that gas density varies with height.
  • Another participant corrects the initial misunderstanding about pressure dependence on density, explaining that pressure differentials are derived from integrating density over height.
  • A later reply acknowledges the need for integration due to changing density in gases, reinforcing the importance of considering pressure differences accurately.
  • Some participants suggest that stratifying the volume into shallow layers can allow for treating density as constant over small heights, which could simplify the analysis.
  • It is noted that this stratification approach resembles a Riemann sum, leading to the integral formulation discussed earlier.

Areas of Agreement / Disagreement

Participants express differing views on the application of Archimedes' Principle to gases, with some agreeing on the need for integration and stratification, while others challenge the initial assumptions about pressure and density relationships.

Contextual Notes

Participants highlight the limitations of assuming constant density in gases and the necessity of integrating over height to account for density variations, which complicates the straightforward application of Archimedes' Principle.

Amaterasu21
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Hi all,

I understand where Archimedes' Principle comes from in liquids:

If we imagine a cylinder immersed in a liquid of density ρ whose cross-sectional area is A and whose top is at depth h1 and whose bottom is at depth h2:

Force(top of cylinder) FT = ρgh1A
Force(bottom of cylinder) FB = ρgh2A
Buoyant force = ρgA(h2-h1)
= ρA(h2-h1)g = ρVcylinderg = mdisplaced liquidg = weight of displaced liquid
therefore buoyant force = weight of displaced liquid.

I also understand that this works even if the object immersed in liquid isn't a cylinder because pressure at any depth is constant, so the horizontal components of pressure on any surface of the object cancel out, and the vertical components produce the same buoyant force as the cylinder.

But what I don't understand is why this is true for gases as well. I've been told that the buoyant force in gases is equal to the weight of displaced gas. However, gases unlike liquids are compressible and a large mass of gas in a gravitational field (e.g. the atmosphere) will be far denser at the bottom than at the top. Therefore while ρ is constant during the derivation for liquids, it would certainly NOT be constant across the height of the cylinder in a gas!

Force(top of cylinder) FT = ρ1gh1A
Force(bottom of cylinder) FB = ρ2gh2A
Buoyant force = gA(ρ2h2 - ρ1h1)
...and I don't see how we get from here to "= weight of displaced gas!"

Any help would be appreciated!
 
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Amaterasu21 said:
Force(top of cylinder) FT = ρ1gh1A
Force(bottom of cylinder) FB = ρ2gh2A
This is not correct, the pressure a priori not dependent on the density in the way you describe. What is true is that the pressure differential is given by ##dp = \rho g \,dh##. In the case where ##\rho## is constant, this implies that ##p = p_0 + \rho g h##, where ##h## is the vertical distance to some reference level where the pressure is ##p_0##.

The pressure force acting on your cylinder is given by the pressure difference between the top and bottom. This pressure difference is given by
$$
\Delta p = \int_{h_1}^{h_2} dp = \int_{h_1}^{h_2} \rho g \, dh = g \int_{h_1}^{h_2} \rho\, dh.
$$
If you have a cylinder with a cross-sectional area ##A##, this implies
$$
\Delta p = g \int_{h_1} ^{h_2} A \rho \, dh = g M,
$$
where ##M## is the mass of the displaced fluid (since it is the volume integral of the corresponding density).
 
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Thank you, this explains it! I should have realized we'd need to integrate since we're dealing with a constantly changing density with height.

Orodruin said:
This is not correct, the pressure a priori not dependent on the density in the way you describe. What is true is that the pressure differential is given by ##dp = \rho g \,dh##. In the case where ##\rho## is constant, this implies that ##p = p_0 + \rho g h##, where ##h## is the vertical distance to some reference level where the pressure is ##p_0##.

The pressure force acting on your cylinder is given by the pressure difference between the top and bottom. This pressure difference is given by
$$
\Delta p = \int_{h_1}^{h_2} dp = \int_{h_1}^{h_2} \rho g \, dh = g \int_{h_1}^{h_2} \rho\, dh.
$$
If you have a cylinder with a cross-sectional area ##A##, this implies
$$
\Delta p = g \int_{h_1} ^{h_2} A \rho \, dh = g M,
$$
where ##M## is the mass of the displaced fluid (since it is the volume integral of the corresponding density).
 
Amaterasu21 said:
I've been told
Were you given any reference for this information? I appreciate that you may have reservations because it looks 'too simple'.
If you stratify your volume into sufficiently shallow layers to consider the density to be constant over the thickness and equal to the mean value then the buoyant force for that slice would in fact be the weight of the slice displaced. IMO, that should be sufficient.
 
sophiecentaur said:
If you stratify your volume into sufficiently shallow layers to consider the density to be constant over the thickness and equal to the mean value then the buoyant force for that slice would in fact be the weight of the slice displaced. IMO, that should be sufficient.
It should be pointed out that, in essence, this is nothing but the typical Riemann sum, which in the end results in the integral outlined in #2.
 
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