Sign on velocity term in Bernoulli Equation

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Discussion Overview

The discussion revolves around the sign of the velocity term in the Bernoulli equation as applied to a fluid dynamics problem involving an open air tank and a pipe. Participants explore the implications of head loss and the correct interpretation of positive and negative values in the context of fluid flow direction and elevation changes.

Discussion Character

  • Homework-related
  • Debate/contested
  • Mathematical reasoning

Main Points Raised

  • One participant discusses their approach to solving for exit velocity, noting the quadratic equation derived from Bernoulli's equation and expressing uncertainty about the sign of the velocity term.
  • Another participant suggests that if the kinetic energy term were absent, they would expect the velocity to be negative, indicating a downward flow.
  • Further clarification is sought regarding the sign convention for velocity, with some participants asserting that positive should represent upward motion and negative downward, while others note that this may not apply uniformly across all terms in the equation.
  • There is a suggestion that since the elevation term z1 is positive, the velocity should also be considered as directed downward.
  • One participant questions whether they should select the negative value from the quadratic solutions, while another insists that the positive value should be chosen, emphasizing that velocity is defined as positive in the downward direction for this problem.

Areas of Agreement / Disagreement

Participants express differing views on the sign convention for the velocity term in the context of the Bernoulli equation, leading to an unresolved discussion regarding which solution (positive or negative) is appropriate for the problem at hand.

Contextual Notes

The discussion highlights potential ambiguities in sign conventions for different terms in the Bernoulli equation, particularly regarding the treatment of velocity and elevation in fluid dynamics problems.

Raddy13
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Homework Statement


This was a problem on my fluids final and I'm trying to figure out if my rationale was correct here. The problem was an open air tank filled with water and at the bottom was a pipe pointing straight down. You had to find the exit velocity at the bottom of the pipe and account for head loss in the pipe.

Homework Equations


\frac{p_1}{γ} + z_1 + \frac{V^2}{2g} = \frac{p_2}{γ} + z_2 + \frac{V^2}{2g} + h_L
h_L = f\frac{L}{D}\frac{V^2}{2g}
f = \frac{64}{Re}
Re= \frac{VD}{ν}

The Attempt at a Solution


Crossing out the irrelevant terms in the Bernoulli eqn:
z_1=\frac{V^2}{2g}+h_L
Rewriting head loss equation in terms of V:
f=\frac{64ν}{VD}
h_L=\frac{64ν}{VD}\frac{L}{D}\frac{V^2}{2g}=\frac{64νV}{2gD^2}=bV
Where b is the coefficient of all the variables I had values for (I don't remember the exact numbers now). So going back to Bernoulli:
z_1=\frac{V^2}{2g}+bV
Rewriting as a quadratic equation:
\frac{V^2}{2g}+bV-z_1=0
When I solved the equation, I would up with two possible answers, one positive and one negative. My reasoning at the time was that since the value for gravity I used in the velocity term was positive and pointing down, then the velocity for the flow of the pipe should be as well. But now that I think about it, the z term in negative pointing down (z2, the pipe exit, was 0, while z1 was 2 m), so I'm not sure what the correct answer is.
 
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Raddy13 said:

Homework Statement


This was a problem on my fluids final and I'm trying to figure out if my rationale was correct here. The problem was an open air tank filled with water and at the bottom was a pipe pointing straight down. You had to find the exit velocity at the bottom of the pipe and account for head loss in the pipe.

Homework Equations


\frac{p_1}{γ} + z_1 + \frac{V^2}{2g} = \frac{p_2}{γ} + z_2 + \frac{V^2}{2g} + h_L
h_L = f\frac{L}{D}\frac{V^2}{2g}
f = \frac{64}{Re}
Re= \frac{VD}{ν}

The Attempt at a Solution


Crossing out the irrelevant terms in the Bernoulli eqn:
z_1=\frac{V^2}{2g}+h_L
Rewriting head loss equation in terms of V:
f=\frac{64ν}{VD}
h_L=\frac{64ν}{VD}\frac{L}{D}\frac{V^2}{2g}=\frac{64νV}{2gD^2}=bV
Where b is the coefficient of all the variables I had values for (I don't remember the exact numbers now). So going back to Bernoulli:
z_1=\frac{V^2}{2g}+bV
Rewriting as a quadratic equation:
\frac{V^2}{2g}+bV-z_1=0
When I solved the equation, I would up with two possible answers, one positive and one negative. My reasoning at the time was that since the value for gravity I used in the velocity term was positive and pointing down, then the velocity for the flow of the pipe should be as well. But now that I think about it, the z term in negative pointing down (z2, the pipe exit, was 0, while z1 was 2 m), so I'm not sure what the correct answer is.
Suppose that the kinetic energy term wasn't in there. Would you expect V to be positive or negative if there is a fluid column of height z1-z2 driving the flow?
 
I would expect it to be negative.
 
Raddy13 said:
I would expect it to be negative.
Is that negative upward or negative downward? That is, would you expect the velocity vector to be pointed upwards or downwards? And, in your equation, is V supposed to be multiplying an upward pointing unit vector or a downward pointing unit vector.
 
I would expect the sign convention to be be positive = up, negative = down. That's the convention for the elevation term, but it's not the convention for the gravity term, that's why I'm unsure.
 
Raddy13 said:
I would expect the sign convention to be be positive = up, negative = down. That's the convention for the elevation term, but it's not the convention for the gravity term, that's why I'm unsure.
In your equation, since z1 is positive, V should be pointed downward. Liquid flows from the higher elevation to lower elevation.
 
So I should have chosen the negative value from the quadratic solutions?
 
Raddy13 said:
So I should have chosen the negative value from the quadratic solutions?
No, the positive value. Velocity in this problem is taken as positive downward.
 

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