Sign on velocity term in Bernoulli Equation

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SUMMARY

The discussion centers on calculating the exit velocity of fluid from a pipe using the Bernoulli Equation, specifically in the context of an open air tank filled with water. The key equations referenced include Bernoulli's principle and the head loss equation, with specific focus on the Reynolds number and friction factor. The participant grapples with the sign convention for velocity, ultimately concluding that the positive value from the quadratic solution should be chosen, as velocity is defined as positive in the downward direction for this scenario.

PREREQUISITES
  • Understanding of Bernoulli's Equation and its components
  • Knowledge of fluid dynamics concepts such as head loss and Reynolds number
  • Familiarity with quadratic equations and their solutions
  • Basic principles of fluid statics and dynamics
NEXT STEPS
  • Study the derivation and applications of Bernoulli's Equation in fluid mechanics
  • Learn about head loss calculations in pipe flow, including Darcy-Weisbach and Hazen-Williams equations
  • Explore the significance of Reynolds number in determining flow regimes
  • Investigate sign conventions in fluid dynamics and their implications on calculations
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Students and professionals in fluid mechanics, particularly those studying or working with hydraulic systems, fluid dynamics, and engineering applications involving fluid flow calculations.

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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