Fluid Dynamics - Using the Manometer Equation

In summary: The part after "You have to think about..." was repeated in the original; I think it was a copy/paste error.In summary, the conversation discusses using an equation to solve for the difference in elevation between two water reservoirs connected by a u-shaped tube filled with mercury. The equation used is (delta)P=pg(delta)h, and the pressure on both ends of the reservoir is assumed to be atmospheric, resulting in a height of 0. However, the correct answer is found using the idea that the pressure on the left is equal to the pressure on the right due to equilibrium, resulting in an answer of 3.15 meters.
  • #1
dylanwalt
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Homework Statement
The two water reservoirs shown in the figure are open to the atmosphere. The water has a density of 1.00 Mg/m°.
A u-shaped tube between the reservoirs contains incompressible mercury with a density of 13.60 Mg/m'.
The difference in height, d, of the mercury on either side of the u-shaped tube is 25.0 cm as shown.
What is the difference in elevation h?
Relevant Equations
(delta)P=pg(delta)h
I tried to use this equation, so I isolated the delta h because that is what im solving for and then I thought because the pressure on both ends of the reservoir is both atmospheric pressure the change in pressure is 0. This makes my entire equation 0 and thus height is 0 which is definitely not the case.
 

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  • #2
Think of the two reservoirs as the right hand side and left hand side of an equation. In this instance the equation for pressure. You would put mercury's pressure on the right hand side.

P_h + Px + P25 = Pmerc + Px
 
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  • #3
dylanwalt said:
Homework Statement: The two water reservoirs shown in the figure are open to the atmosphere. The water has a density of 1.00 Mg/m°.
A u-shaped tube between the reservoirs contains incompressible mercury with a density of 13.60 Mg/m'.
The difference in height, d, of the mercury on either side of the u-shaped tube is 25.0 cm as shown.
What is the difference in elevation h?
Relevant Equations: (delta)P=pg(delta)h

I tried to use this equation, so I isolated the delta h because that is what im solving for and then I thought because the pressure on both ends of the reservoir is both atmospheric pressure the change in pressure is 0. This makes my entire equation 0 and thus height is 0 which is definitely not the case.
You appear to be using Bernoulli's between 1 and 3? While not wrong...it's not going to get you anywhere. You have to think about the pressures at the various points in the manometer. You can relate these from surface ##\enclose{circle}{\text{1}}## to surface ##\enclose{circle}{\text{3}}##.
 
  • #4
Is it clear to you that, at the bottom of the blue section in either leg of the manometer, the pressures are equal (since there is only mercury of equal heights in the two legs below this level)?
 
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  • #5
Yes it is clear to me, I worked it out. I used the idea that the pressure on the left is equal to the pressure on the right because the system is in equilibrium and then placed all the values in and got an answer of 3.15 meters.
 
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  • #6
dylanwalt said:
Yes it is clear to me, I worked it out. I used the idea that the pressure on the left is equal to the pressure on the right because the system is in equilibrium and then placed all the values in and got an answer of 3.15 meters.
Welcome, @dylanwalt !

For homework questions, we require you to show your attempt to resolve the problem.

Another way to see it:
A hydrostatic pressure able to create a 0.25-meter column of mercury, will be able to induce a [(13.60 / 1.00) x 0.25]-meter column of water (which is not equal to answer C).
 
  • #7
Lnewqban said:
A hydrostatic pressure able to create a 0.25-meter column of mercury, will be able to induce a [(13.60 / 1.00) x 0.25]-meter column of water (which is not equal to answer C).
To avoid possible confusion, it's worth noting that the question asks for the value of ##h##. But ##h## is not the length of a "[(13.60 / 1.00) x 0.25]-meter column of water".

So, unless I'm misunderstanding something, the OP has the correct answer (C, 3.15m in Post #5).

Minor edit made.
 
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FAQ: Fluid Dynamics - Using the Manometer Equation

What is a manometer and how does it work?

A manometer is a device used to measure the pressure of a fluid by balancing it against a column of liquid. It typically consists of a U-shaped tube filled with a liquid like mercury or water. One end of the tube is open to the fluid whose pressure is to be measured, while the other end is open to a reference pressure (usually atmospheric pressure). The difference in liquid levels in the two arms of the U-tube indicates the pressure difference.

How do you derive the manometer equation?

The manometer equation is derived from the principle of hydrostatic equilibrium. For a U-tube manometer, the pressure at any two points at the same horizontal level in a continuous fluid must be equal. By equating the pressure at the two ends of the manometer and accounting for the height difference of the fluid columns, the manometer equation is derived as \( P_1 + \rho_1 g h_1 = P_2 + \rho_2 g h_2 \), where \( P_1 \) and \( P_2 \) are the pressures at the two ends, \( \rho \) is the fluid density, \( g \) is the acceleration due to gravity, and \( h \) is the height of the fluid column.

What are the key assumptions in using the manometer equation?

The key assumptions in using the manometer equation include: 1) the fluid is incompressible, 2) the fluid is at rest or in a steady-state flow, 3) the density of the fluid is constant, and 4) the gravitational field is uniform. These assumptions ensure that the hydrostatic pressure distribution is linear and can be accurately modeled using the manometer equation.

How do you account for different fluid densities in a manometer?

When dealing with different fluid densities in a manometer, the manometer equation must be modified to account for the varying densities. This is done by including the density of each fluid segment in the pressure balance equation. If a manometer contains multiple fluids, each segment's pressure contribution is calculated separately, and the total pressure difference is obtained by summing the contributions from all segments.

What are some common applications of manometers in fluid dynamics?

Manometers are commonly used in various applications in fluid dynamics, including measuring the pressure drop across filters, determining the pressure in gas pipelines, calibrating other pressure-measuring instruments, and monitoring the pressure in HVAC systems. They are valued for their simplicity, accuracy, and ability to measure small pressure differences.

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