Bernoulli's equation not constant?

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Discussion Overview

The discussion revolves around the application of Bernoulli's equation in a scenario involving two tanks of water connected by a tube. Participants explore the implications of pressure differences, fluid flow, and the assumptions underlying the equation, particularly in the context of varying elevations and the effects of friction.

Discussion Character

  • Exploratory
  • Technical explanation
  • Debate/contested

Main Points Raised

  • One participant presents a scenario with two tanks at different elevations and questions the application of Bernoulli's equation, leading to a contradiction where height h appears to equal zero.
  • Another participant suggests that the pressure difference between the tanks will cause water flow, which will reach an equilibrium where friction cancels the energy gained from the height difference.
  • A different participant questions whether the density used in the equation should be that of air instead of water, implying a potential misunderstanding in the pressure calculations.
  • One participant reflects on the pressure at the water lines in both tanks, concluding that the pressure at the bottom of tank B should be greater due to the weight of the water column, challenging the assumption that pressures at the water lines are equal.
  • Another participant emphasizes the importance of including friction in the analysis, suggesting it affects the flow dynamics and pressure calculations.
  • A later reply discusses the pressures at the bottom of the tanks, indicating that the pressure in the sealed tube connected to tank B is greater than that in tank A, which would drive water flow once the seal is removed.

Areas of Agreement / Disagreement

Participants express differing views on the application of Bernoulli's equation and the assumptions regarding pressure at various points in the system. There is no clear consensus on the resolution of the contradictions presented, and multiple competing interpretations of the scenario remain.

Contextual Notes

Participants highlight limitations in their assumptions about pressure equality at the water lines and the effects of friction on fluid flow. The discussion reveals dependencies on specific conditions and interpretations of Bernoulli's equation.

n0083
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Suppose there are two tanks, tank A and tank B, of equal size and both are very large.
Suppose the bottom of tank A is at an elevation that is higher than the top of tank B.
Suppose there is a very small tube relative to the size of the tanks that connects the bottom of tank A to the bottom of tank B.
Suppose tank A and tank B are both half full of water.
Suppose the tube is completely full of water.

Take point 'a' as the top of the water surface in tank A and take point 'b' to be the top of the water surface in tank B.
Suppose point 'a' has an elevation that is a height, h, meters greater than point 'b'.

Then, points 'a' and 'b' are at a pressure of 1 atm and the velocity, v, of the decrease in the water level in tank A equals the velocity of the increase in the water level in tank B.

Bernoulli's Equation would seem to give the inconsistent equation.

##P_{atm} + \rho g h + \frac{\rho v^2}{2} = P_{atm} + \rho g 0 + \frac{\rho v^2}{2} \implies ##
##\rho g h = 0 \implies ##
##h = 0 ## contradiction.

where ρ is equal to the density of water.

Where is my mistake?

Thanks to the community in helping me understand the limitations and consequences of bernoulli's equation.
 
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The pressure difference between the bottom of tank A and the bottom of tank B will lead to water flow, which leads to friction. The water flow will reach an equilibrium where this friction exactly cancels the power gained from water flowing down a non-zero h.
 
n0083 said:
##P_{atm} + \rho g h + \frac{\rho v^2}{2} = P_{atm} + \rho g 0 + \frac{\rho v^2}{2} \implies ##
##\rho g h = 0 \implies ##
##h = 0 ## contradiction.

where ρ is equal to the density of water.
Why should ρ not be equal instead to the density if AIR.
Afterall, you seem to be calculating the difference in air pressure between surface a and b.
Patm(a) ≠ PPatm(b)
 
Thanks for your assistance.

I do not think the pressure at the bottom of tank A and tank B are the same.

I do recognize that water will flow from tank A to tank B. I am troubled with why the equation (as I've tried to apply it) provides a contradiction in an otherwise

seemingly simple example. It would seem that the pressure at the bottom of tank B would be greater than the pressure at the bottom of tank A. This would be due to

the weight of the water column in tank A plus the weight of the water column in the tube (i.e. the total water column elevation from the water line in tank A to the

bottom of tank B). However, I thought the pressure at the water line in tank A would be equal to the pressure at the water line in tank B (assuming that the extra column of air pressure

of length h, would be negligible). It is this aspect which must not be correct. That is, the pressure at water line in tank B, must not be equal to the pressure at

the water line in tank A. I assumed because both water lines were exposed to air that their pressures had to both be equal to P_atm. I realize this is incorrect.

The pressure at the water line in tank A is P_atm. The pressure at the water line in tank B, P_b, is P_atm + pgh. This could be determined from the Bernoulli Equation.

P_atm + pgh + pv^2/2 = P_b + pg0 + pv^2/2 ==>
P_atm + pgh = P_b

Because the pressure at the water line in tank B is P_atm + pgh > P_atm, then the water line in tank B will increase in elevation.

Thanks for assisting me in thinking this through.
 
n0083 said:
I do recognize that water will flow from tank A to tank B. I am troubled with why the equation (as I've tried to apply it) provides a contradiction in an otherwise
Again: You forgot to include friction.
 
Let hA = height of upper surface of water above ground in tank A and hB = height of upper surface of water above ground in tank B, and let hW = height of upper surface of water above the bottom its tank for either tank.

Assume that the tube connection to tank B is sealed off. Rearranging the terms in Bernoulli's equstion and eliminating the velocity term, the pressure in the tube at height of the bottom of tank A

##P_a = P_{atm} + \rho \ g \ {hW}##

and the pressure in the tube at the height of the bottom of tank B (remember the tube is sealed off from the bottom of tank B)

##P_b = P_{atm} + \rho \ g \ ( {hW} + {hA} - {hB}) ##

So Pb is greater than Pa. Once the seal between the tube and the bottom of tank B is removed, the higher pressure at hB results in water flowing into to the bottom of tank B. Once a flow exists, then friction in the tube results in pressure decreasing as it flows through the tube, but the pressure at the outlet at the bottom of tank B will continue to be greater than the pressure at the bottom of tank B, and the flow continues until the height of the upper surface of the water in tank A or the tube (if tank A is emptied) equals the height of the upper surface of the water in tank B.
 

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