U-Tube Manometer: What is the Difference in Pressure Between Points B and A?

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Discussion Overview

The discussion revolves around determining the difference in pressure between points B and A in an inverted U-tube manometer containing oil and air. Participants explore various approaches to analyze the pressure difference, considering the effects of fluid density and atmospheric pressure.

Discussion Character

  • Homework-related
  • Mathematical reasoning
  • Debate/contested

Main Points Raised

  • One participant proposes using the equation that defines the pressures from point A, incorporating atmospheric pressure and fluid densities to calculate the pressure difference.
  • Another participant questions the assumption that atmospheric pressure can be treated as zero gauge pressure, suggesting that the air pressure could be different from atmospheric pressure, which complicates the analysis.
  • Some participants argue that the air pressure in the manometer can be neglected due to its low density compared to the fluid, while others challenge this reasoning.
  • A later reply suggests that the pressure at points A and D could be equated, excluding atmospheric pressure, but this is contested based on the assumption that equal heights imply equal pressures only if the fluids are connected.
  • One participant revises their approach to include a variable air pressure in the equations, expressing concern that this would complicate obtaining a numerical solution.
  • Another participant reinforces that the air pressure should be considered constant throughout the U-tube due to its low density.

Areas of Agreement / Disagreement

Participants do not reach a consensus on the correct approach to analyze the pressure difference. Multiple competing views remain regarding the treatment of atmospheric pressure and the implications of fluid density on the calculations.

Contextual Notes

There are unresolved assumptions regarding the nature of the air pressure in the system and the implications of fluid heights on pressure equality. The discussion reflects varying interpretations of the problem statement and the physical principles involved.

Doubell
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Homework Statement


An inverted U-tube monometer, as shown in Figure attached , has air at the top of the tube.
If the pipes contain oil (s.g. = 0.9), h1= 0.6 m, h2= 1.8 m and h= 0.45 m, determine
the difference in pressure between point B and point A.

Homework Equations

The Attempt at a Solution


for my analysis i dedicded to use the equation defining the pressures from point a to be as :
Pa - (900kg/m3*9.81m/s2*0.6m)- (101325Pa) +((0.6m+1.8m)*9.81m/2*900kg/m3)) = Pb =
which implied (Pa-Pb) = (900kg/m3*9.81m/s2*0.6m) + 101325Pa - ((0.6m+1.8m)*9.81m/2*900kg/m3)) = 133109.4Pa = 133Kpa. [/B]

the thing about the solution is i think atmospheric pressure of 101325Pa can be used as 0 gauge. which would define the equation as Pa - (900kg/m3*9.81m/s2*0.6m) +((0.6m+1.8m)*9.81m/2*900kg/m3)) = Pb.

also Could an analysis just be made from point A to point D then this pressure just equated to the pressure from ( Pb to point D ) excluding atmospheric pressure term (101325) and the term ((0.45m)*9.81m/2*900kg/m3)) since the fluid at these points are at the same horizontal height so equal pressure.

that is Pa - (900kg/m3*9.81m/s2*0.6m)= Pb -(900kg/m3*9.81m/s2*1.8m).
verification of the right analysis would be appreciated as I am a bit confused which is the most suited approach.
 

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Doubell said:

Homework Statement


An inverted U-tube monometer, as shown in Figure attached , has air at the top of the tube.
If the pipes contain oil (s.g. = 0.9), h1= 0.6 m, h2= 1.8 m and h= 0.45 m, determine
the difference in pressure between point B and point A.

Homework Equations

The Attempt at a Solution


for my analysis i dedicded to use the equation defining the pressures from point a to be as :
Pa - (900kg/m3*9.81m/s2*0.6m)- (101325Pa) +((0.6m+1.8m)*9.81m/2*900kg/m3)) = Pb =
which implied (Pa-Pb) = (900kg/m3*9.81m/s2*0.6m) + 101325Pa - ((0.6m+1.8m)*9.81m/2*900kg/m3)) = 133109.4Pa = 133Kpa.[/B]


Where in the problem statement does it say that the air pressure is atmospheric? It could just as easily be some other pressure. Also, your equation implies that the pressure difference between points D and E is atmospheric. This certainly wouldn't be the case. So this answer is incorrect.
the thing about the solution is i think atmospheric pressure of 101325Pa can be used as 0 gauge. which would define the equation as Pa - (900kg/m3*9.81m/s2*0.6m) +((0.6m+1.8m)*9.81m/2*900kg/m3)) = Pb.

This equation is correct, but for the wrong reason. The implication of the problem statement is that the air is much less dense than the fluid in the manometer, so it can be neglected in the hydrostatic equilibrium balance.
also Could an analysis just be made from point A to point D then this pressure just equated to the pressure from ( Pb to point D ) excluding atmospheric pressure term (101325) and the term ((0.45m)*9.81m/2*900kg/m3)) since the fluid at these points are at the same horizontal height so equal pressure.

that is Pa - (900kg/m3*9.81m/s2*0.6m)= Pb -(900kg/m3*9.81m/s2*1.8m).
verification of the right analysis would be appreciated as I am a bit confused which is the most suited approach.
This approach is incorrect because of the assumption that fluid at the same horizontal heights implies equal pressures. This is only true if the bodies of fluid are directly connected to one another.

The easiest way to do this problem is to integrate vertically on each side of the manometer, starting both from A and B, and determine the air pressure, as reckoned from each side. Then set the two values of the air pressure equal to one another.

Chet
 
after re looking at the image in the problem statement i saw the indication ( air pressure , 'p'). so i guess instead of atmospheric pressure , the pressure P should be the variable in the equation. Pa - (900kg/m3*9.81m/s2*0.6m)- (P )+((0.6m+1.8m)*9.81m/2*900kg/m3)) = Pb . i would now have a variable pressure P which i think would make it difficult to obtain a numerical solution. what's ur take on this other approach.
 
Doubell said:
after re looking at the image in the problem statement i saw the indication ( air pressure , 'p'). so i guess instead of atmospheric pressure , the pressure P should be the variable in the equation. Pa - (900kg/m3*9.81m/s2*0.6m)- (P )+((0.6m+1.8m)*9.81m/2*900kg/m3)) = Pb . i would now have a variable pressure P which i think would make it difficult to obtain a numerical solution. what's ur take on this other approach.
As I said, because the air density is low, the pressure of the air is constant in the u tube (independent of location). Your equation implies that there is a difference in air pressure of P between points D and E.

Chet
 

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