Static hydraulic pressure in a pipe

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Discussion Overview

The discussion revolves around the behavior of static hydraulic pressure in two pipes of different lengths but the same diameter, both capped at one end and subjected to equal pressure from a piston at the other end. Participants explore the implications of this setup on pressure distribution within the pipes, questioning assumptions and clarifying terms related to pressure and force.

Discussion Character

  • Debate/contested
  • Conceptual clarification
  • Exploratory

Main Points Raised

  • Some participants assert that if the pressure at the ends of both pipes is equal and the pressure is uniform throughout each pipe, then the pressures must be the same.
  • Others argue that the longer pipe, holding a greater volume of water, may have a different pressure distribution, suggesting that the pressure in the longer pipe could be lower than in the shorter pipe.
  • Several participants question the terminology used, specifically whether the applied force or pressure is equal, and how this affects the pressure readings within the pipes.
  • There are repeated assertions that Pascal's Law indicates pressure is the same throughout a closed system, regardless of the volume of water present.
  • Some participants express confusion over the apparent contradictions in the original poster's statements regarding pressure in the two pipes.
  • Participants request clarification on where the pressure is being measured and how the setup is defined, including whether the pipes are horizontal and how the pistons are applied.

Areas of Agreement / Disagreement

Participants generally disagree on the implications of the setup regarding pressure differences in the two pipes. While some maintain that the pressures must be equal, others propose that the volume of water in the longer pipe could lead to a different pressure experience, indicating a lack of consensus.

Contextual Notes

There are assumptions about the uniformity of pressure and the effects of volume that remain unresolved. The discussion includes varying interpretations of how pressure is defined and measured in this context, as well as the implications of applying force through pistons in a closed system.

  • #31
Pascal pressure said:
If the pressure is 100,000 psi and if the water is compresses by 15% then the volume change is (v-1) * .15 = (V-2)
Is this correct?
(1-.15)
[Edit]
Your second attempt works.
 
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  • #32
Pascal pressure said:
Ok take Pascal's law out of the question.
We start with the compressibility of water.
Our piston will move a distance that is related to the compressibility of the water.
So depending on what the applied pressure is, the total volume of the water in the pipe will be reduced by a percent of its original volume. If the pressure is 100,000 psi and if the water is compresses by 15% then the volume change is (v-1) * .15 = (V-2)
Is this correct?
Please, see:
https://en.m.wikipedia.org/wiki/Properties_of_water#Compressibility

You could calculate how thick the walls and cap of your pipes need to be to hold those 100,000 psi.
Knowing or assuming the diameter of your piston, you could also calculate how much force it needs to be pushed with to generate that pressure.

Then, even after water compresses some under that tremendous pressure, which your pipes resist, and your piston is able to create, the measurable static pressure at the end of both pipes should be exactly the same that at the piston's face.
 
Last edited:
  • #33
russ_watters said:
The parts where you said it acts as a solid and also that it's basically incompressible under 3000 psi (though that second one can be an assumption in some circumstances..
Ok, I agree it only acts like a solid in regards to compression not tension or sheer.
And yes, at some pressure under 3,000 psi the compressibility of water is essentially negligible, as mentioned, in this case it acts similar to a steel rod under compression.

In regard to the main question; the pressure drop in the water when it is under enough pressure to be compressed; So we have our starting volume v-1 which is the volumes of water in the pipe before compressing the water, then we compress the water by 15% (100,000 psi) so (v-2) = (V-1) - [(v-1) * .15]

Oops, wait a minute Huston, we have no unknown variable with this approach, because I'm saying P-1 = 14.7 psi and P-2 =100,000 psi.

Ok got to think about this some more.
 
  • #34
Pascal pressure said:
As I think about it some more, I guess the answer to the question should be fairly straight forward:
(p-1) * (v-1) = (p-2) * (v-2)

Even though I think this equation is used for pneumatics, I think it could be applied to hydraulics

Where:
(v-1) = volume of the water in the pipe at 14.7 psi [(p-1) = 14.7 psi]
(v-2) = volume of the water in the pipe at pressures above 3,000 psi minus % compression
Then pressure drop of the water in the pipe = (p-2)
First, this equation can only be used in pneumatics IF the temperature is kept constant.

Second, it cannot be applied to hydraulics. Here is the correct equation:
$$\frac{p_1 V_1 - p_2 V_1}{V_2-V_1} = E$$
Where ##E## is the Bulk Modulus Elasticity of the liquid.

Reference: https://www.engineeringtoolbox.com/fluid-density-temperature-pressure-d_309.html

What that equation state is, if a liquid is at pressure ##p1## and gets increased to ##p_2##, its volume will go from ##V_1## to ##V_2##.

In your comparison, both cases have the same ##p_1## and ##p_2## (which is constant throughout the volume of liquid as the pressure increases from ##p_1## to ##p_2##), only the initial ##V_1## is different. Obviously, ##V_2## will be different as well but the ratio ##\frac{V_2}{V_1}## will be constant:
$$\frac{V_2}{V_1} = 1-\frac{p_2-p_1}{E}$$
In your cases (with water):
$$\frac{V_2}{V_1} = 1-\frac{3000-14.7}{312000}=0.99$$
Because one of your pipes is 100 times longer than the other (##=\frac{1000\ ft}{10\ ft}##) and the pipe area is constant throughout the process, then:
$$\frac{L_2}{L_1} = \frac{\frac{V_2}{A_2}}{\frac{V_1}{A_1}} = \frac{V_2}{V_1}\frac{A_1}{A_2} =\frac{V_2}{V_1}(1) = \frac{V_2}{V_1}$$
$$L_{2\ 1000\ ft} = 0.99 \times 1000\ ft = 990\ ft$$
$$L_{2\ 10\ ft} = 0.99 \times 10\ ft = 9.90\ ft$$
So, increasing the pressure from 14.7 psi to 3000 psi in both pipes - everywhere in the pipe - your piston will sink in 0.1 ft with the 10-foot pipe, but it will sink 10 ft in the 1000-foot pipe.

Note also that - as long as it doesn't change during the pressure increase - the area of the pipe doesn't even have to be the same in both cases for this to be true.
 
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