Fluid Dynamics - Momentum Equation for Area Change

In summary: See the chapter in Transport Phenomena by Bird, Stewart, and Lightfoot covering Macroscopic Momentum Balances.
  • #1
Magda
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Hello :)
My question concerns a control volume with a changing area. The momentum equation: p1A1-p2A2 = ṁ(V2-V1) is applied to the control volume.
The image shows the equation found when applying the above momentum equation to the control volume:
upload_2014-12-18_18-19-8.png

The bit I'm having difficulty with is the part in the red box, as I don't see how that part fits in with the original momentum equation. Apparently it accounts for the "average pressure on the side" but what does this actually mean? Any help in understanding this would be much appreciated.

Thanks x
 
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  • #2
Welcome to PF!
To understand the term in the red box, think about the fact that each element of area dAs of the side of the pipe will exert a force PsdAs on the fluid, where Ps is the pressure at the element of area. Note that this force has a a nonzero horizontal component.
 

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  • #3
TSny said:
Welcome to PF!
To understand the term in the red box, think about the fact that each element of area dAs of the side of the pipe will exert a force PsdAs on the fluid, where Ps is the pressure at the element of area. Note that this force has a a nonzero horizontal component.

Thank you for your response :)
I’m still slightly confused… why do I need to account for the force acting on the sides? Is it because the non-zero horizontal force component will affect the final force (term p2A2 in the momentum equation)?
 
  • #4
The impulse-momentum theorem of mechanics states that the x-component of the net impulse acting on a system is equal to the change in x-component of the total momentum of the system. So, the change in x-component of momentum is due to the x-component of the net force from all forces acting on the system. The walls of the pipe exert a nonzero x-component of force on the fluid that needs to be included.
 
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  • #5
TSny said:
The impulse-momentum theorem of mechanics states that the x-component of the net impulse acting on a system is equal to the change in x-component of the total momentum of the system. So, the change in x-component of momentum is due to the x-component of the net force from all forces acting on the system. The walls of the pipe exert a nonzero x-component of force on the fluid that needs to be included.
ok, that makes sense. Thank you so much! x
 
  • #6
To elaborate on what TSny said, let x represent the axial position along the duct and let R(x) represent the radius of the duct at location x. The surface area of the duct upon which the pressure is acting between x and x + dx is given by ##2\pi R \sqrt{(dR)^2+(dx)^2}=2\pi Rdx \sqrt{1+(\frac{dR}{dx})^2}##. The pressure acts perpendicular to the wall of the duct (Pascal's law), so the horizontal component of the pressure is given by ##p\frac{dR}{\sqrt{(dR)^2+(dx)^2}}##. By Newton's 3rd law, the pressure force that the fluid exerts on the duct wall is equal and opposite to the pressure force that the duct wall exerts on the fluid. So the axial component of the duct wall force acting on the fluid in the control volume is given by:
[tex]\left(2\pi R \sqrt{(dR)^2+(dx)^2}\right)\left(p\frac{dR}{\sqrt{(dR)^2+(dx)^2}}\right)=p(2\pi R dR)=pdA[/tex]

Chet
 
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  • #7
Chestermiller said:
To elaborate on what TSny said, let x represent the axial position along the duct and let R(x) represent the radius of the duct at location x. The surface area of the duct upon which the pressure is acting between x and x + dx is given by ##2\pi R \sqrt{(dR)^2+(dx)^2}=2\pi Rdx \sqrt{1+(\frac{dR}{dx})^2}##. The pressure acts perpendicular to the wall of the duct (Pascal's law), so the horizontal component of the pressure is given by ##p\frac{dR}{\sqrt{(dR)^2+(dx)^2}}##. By Newton's 3rd law, the pressure force that the fluid exerts on the duct wall is equal and opposite to the pressure force that the duct wall exerts on the fluid. So the axial component of the duct wall force acting on the fluid in the control volume is given by:
[tex]\left(2\pi R \sqrt{(dR)^2+(dx)^2}\right)\left(p\frac{dR}{\sqrt{(dR)^2+(dx)^2}}\right)=p(2\pi R dR)=pdA[/tex]

Chet
That was very useful. Thank you Chet :) x
 
  • #8
Can I ask where is this from? I have a similar problem.
 
  • #9
Dusan Stan said:
Can I ask where is this from? I have a similar problem.
See the chapter in Transport Phenomena by Bird, Stewart, and Lightfoot covering Macroscopic Momentum Balances.
 

1. What is the momentum equation for area change in fluid dynamics?

The momentum equation for area change in fluid dynamics is based on the conservation of momentum principle, which states that the total momentum of a closed system remains constant. It can be expressed as:
ΔP = ρ * ΔV * (V2 - V1)
Where ΔP is the change in momentum, ρ is the density of the fluid, and ΔV is the change in velocity of the fluid. This equation is useful for analyzing the forces and pressures exerted on a fluid as it flows through a varying area.

2. How is the momentum equation for area change derived?

The momentum equation for area change is derived from the Navier-Stokes equations, which are a set of partial differential equations that describe the motion of fluids. By applying the conservation of momentum principle to a control volume of fluid, and using the continuity equation to relate changes in velocity to changes in area, the momentum equation for area change can be derived.

3. What is the significance of the momentum equation for area change in fluid dynamics?

The momentum equation for area change is an important tool for understanding the behavior of fluids in various systems, such as pipes, nozzles, and diffusers. It allows engineers and scientists to calculate the forces and pressures exerted on a fluid as it flows through a varying area, and to design systems that optimize the flow of fluids.

4. Can the momentum equation for area change be applied to all types of fluids?

Yes, the momentum equation for area change can be applied to all types of fluids, including both liquids and gases. However, the equation assumes that the fluid is incompressible, meaning that its density remains constant. For compressible fluids, a modified version of the equation is used that takes into account changes in density.

5. How does the momentum equation for area change relate to Bernoulli's principle?

The momentum equation for area change is closely related to Bernoulli's principle, which states that in a steady flow of an ideal fluid, the total energy remains constant. The momentum equation for area change can be derived from Bernoulli's principle by considering the work done on a fluid as it flows through a varying area. Both principles are fundamental to understanding the behavior of fluids in motion.

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