Continuity and Bernoulli's equation in air

Click For Summary
SUMMARY

This discussion focuses on the relationship between vortex shedding, the Karman vortex street, and the application of the Continuity Equation and Bernoulli's equation in fluid dynamics, specifically regarding air flow around cylindrical objects. The user seeks clarification on how air accelerates around a cylinder, leading to low pressure on top, and how Bernoulli's equation applies to compressible fluids. Key points include the necessity of acceleration due to varying flow areas and the implications of pressure changes as described by Bernoulli's principle, which asserts that increased velocity results in decreased pressure.

PREREQUISITES
  • Understanding of the Continuity Equation in fluid dynamics
  • Familiarity with Bernoulli's equation and its implications for fluid flow
  • Basic knowledge of vortex shedding and Karman vortex street phenomena
  • Concepts of compressible versus incompressible fluids
NEXT STEPS
  • Study the derivation and applications of the Continuity Equation in fluid mechanics
  • Explore advanced topics in Bernoulli's equation as it relates to compressible fluids
  • Investigate the physics of vortex shedding and its implications in engineering applications
  • Learn about the Navier-Stokes equations for a deeper understanding of fluid dynamics
USEFUL FOR

Students of fluid dynamics, mechanical engineers, and anyone interested in the principles of airflow around objects and the behavior of fluids in motion.

andrew700andrew
Messages
11
Reaction score
0
Hi, I'm trying to understand vortex shedding and how the Karman vortex street occurs when air flows around a cylindrical object, so far it's going OK but then I came across this part of the explanation which leaves me confused:

"Looking at the figure above, the formation of the separation occurs as the fluid accelerates from the centre to get round the cylinder (it must accelerate as it has further to go than the surrounding fluid). It reaches a maximum at Y, where it also has also dropped in pressure. The adverse pressure gradient between here and the downstream side of the cylinder will cause the boundary layer separation if the flow is fast enough, (Re > 2.)"

[Taken from here http://www.efm.leeds.ac.uk/CIVE/CIVE1400/Section4/boundary_layer.htm]

What I'm unsure about is why the air must accelerate to travel around the cylinder, which in turn creates a low pressure on top of the cylinder. I've tried to figure it out using the Continuity Equation p1*A1*v1 = p2*A2*v2 (p=density or pressure, A=area, v=velocity) and Bernoulli's equation but I come to a problem because assuming that flow Area decreases as you approach the middle of the cylinder, either p (i.e. pressure) or v could increase to maintain the equal relationship. If it's true that the pressure could increase (given this is air) then that would contradict the Bernoulli equation which suggests that the pressure should decrease as velocity increases. Bearing in mind that I haven't started University yet is there some way you could explain this to me?

Also, how can the Bernoulli's equation apply to this when air is compressible?

Thanks allot.
 
Last edited:
Physics news on Phys.org
Bernoulli equation is the energy conservation for Newtonian fluids. Newtonian fluids have no viscosity so reacts with bounds only by continuity equation. For one particle the energy is the sum of kinetic and external field dynamic energy. For a system of particles we must add a term of interaction energy, the internal energy. So:
$$ U + \sum \frac{1}{2}m_iv_i^2 + \sum m_igh_i = C(t) \,\Rightarrow\, \frac{U}{V} + \sum \frac{1}{2}\rho_iv_i^2 + \sum \rho_igh_i = C'(t) $$
All terms have energy density dimentions (the 1st is the pressure) and for comppresible fluids you must use something like state equation ## P = \rho RT##.
 

Similar threads

  • · Replies 4 ·
Replies
4
Views
3K
  • · Replies 9 ·
Replies
9
Views
4K
  • · Replies 30 ·
2
Replies
30
Views
4K
  • · Replies 43 ·
2
Replies
43
Views
7K
  • · Replies 7 ·
Replies
7
Views
4K
  • · Replies 4 ·
Replies
4
Views
2K
  • · Replies 2 ·
Replies
2
Views
3K
  • · Replies 4 ·
Replies
4
Views
2K
  • · Replies 3 ·
Replies
3
Views
1K
  • · Replies 4 ·
Replies
4
Views
2K