Boundary Layer Equations: Neglecting the term for x-axis momentum

In summary, we can say that when considering the boundary layer equations in Fluid Mechanics, we need to make certain assumptions in order to simplify the equations and make them more applicable. One of these assumptions is that the Reynolds number (Re) approaches infinity, meaning the boundary layer is confined to a small region near the surface of an object. This leads to the conclusion that the boundary layer thickness (δ) varies as O(Re^-1/2L) and that the equations are only valid in this region. The statement "neglecting (∂^2u/∂x^2)" means that we are assuming this term to be small in comparison to other terms and that the equations are only valid in this region. Therefore, in
  • #1
gikiian
98
0
I'm having a little difficulty in the topic 'Boundary layer Equations' in Fluid Mechanics due to my weak math skills.

With reference to the figure in attachment, if we say that "we neglect [itex]\frac{∂^{2}u}{∂x^{2}}[/itex]", does it mean that we will only consider the portion where [itex]\delta(x)[/itex] is almost constant?
 

Attachments

  • ph.png
    ph.png
    22.8 KB · Views: 445
Last edited:
Engineering news on Phys.org
  • #2
First, what answer would you suggest and why?
 
  • #3
Well, sort of. [itex]\delta[/itex] is never constant. The statement in question is a statement about the assumptions made in deriving the equaitons. When non-dimensionalizing the equations, there is a [itex]1/Re[/itex] term multiplying the [itex]\partial^2 u/\partial x^2[/itex] term in the [itex]x[/itex]-momentum equation. Since the boundary layer equations are derived under the assumption that [itex]Re \to \infty[/itex] and are therefore only valid in that region, that [itex]\partial^2 u/\partial x^2[/itex] term is small compared to the [itex]\partial^2 u/\partial y^2[/itex] term.

Of course, for the same reason, the boundary layer equations aren't valid near [itex]x=0[/itex] anyway since the Reynolds number is very small there and the assumptions in deriving the equations are no longer true. In this sense, your statement is nearly true. There is never (in general) a truly parallel flow region where [itex]\delta[/itex] is constant, but it is true that in areas of very high [itex]d\delta/dx[/itex] the boundary layer equations are not valid.
 
  • #4
Aero51 said:
First, what answer would you suggest and why?

My answer is that we should consider the region before x=a. This is because if [itex]\frac{∂^{2}u}{∂x^{2}}[/itex] is equal to zero, then [itex]\frac{∂u}{∂x}[/itex] will generally be a constant, and hence [itex]u[/itex] will vary linearly with x. If that happens, then boundary layer thickness δ(x) will vary (because it is defined where [itex]u[/itex]=0.99[itex]u_{∞}[/itex] which depends on [itex]\frac{∂u}{∂y}[/itex]).
 
Last edited:
  • #5
boneh3ad said:
Well, sort of. [itex]\delta[/itex] is never constant. The statement in question is a statement about the assumptions made in deriving the equaitons. When non-dimensionalizing the equations, there is a [itex]1/Re[/itex] term multiplying the [itex]\partial^2 u/\partial x^2[/itex] term in the [itex]x[/itex]-momentum equation. Since the boundary layer equations are derived under the assumption that [itex]Re \to \infty[/itex] and are therefore only valid in that region, that [itex]\partial^2 u/\partial x^2[/itex] term is small compared to the [itex]\partial^2 u/\partial y^2[/itex] term.

Of course, for the same reason, the boundary layer equations aren't valid near [itex]x=0[/itex] anyway since the Reynolds number is very small there and the assumptions in deriving the equations are no longer true. In this sense, your statement is nearly true. There is never (in general) a truly parallel flow region where [itex]\delta[/itex] is constant, but it is true that in areas of very high [itex]d\delta/dx[/itex] the boundary layer equations are not valid.

My book[1] doesn't mention an assumption of [itex]Re→∞[/itex]. However, what it says is something like: The boundary layer thicknesses are typically very small relative to the size of the object upon which they form, and the x-direction velocity must change from their surface to their free-stream values over this very small distance. Therefore, gradient normal to the surface is much larger than one along the surface. As a result, we can neglect terms that represent x-direction diffusion of momentum.

[1] Fundamentals of Heat and Mass Transfer, 6th Edition, by Frank P. Incropera, p365
 
Last edited:
  • #6
So, let's look at where these equations come from. You start with the two-dimensional Navier-Stokes equations,

[tex]\dfrac{\partial u^*}{\partial t^*} + u^*\dfrac{\partial u^*}{\partial x^*} + v^*\dfrac{\partial u^*}{\partial y^*} = -\dfrac{1}{\rho^*}\dfrac{\partial p^*}{\partial x^*} + \nu^* \left( \dfrac{\partial^2 u^*}{\partial x^{*2}} + \dfrac{\partial^2 u^*}{\partial y^{*2}} \right),[/tex]
[tex]\dfrac{\partial v^*}{\partial t^*} + u^*\dfrac{\partial v^*}{\partial x^*} + v^*\dfrac{\partial v^*}{\partial y^*} = -\dfrac{1}{\rho^*}\dfrac{\partial p^*}{\partial y^*} + \nu^* \left( \dfrac{\partial^2 v^*}{\partial x^{*2}} + \dfrac{\partial^2 v^*}{\partial y^{*2}} \right),[/tex]
[tex]\dfrac{\partial u^*}{\partial x^*} + \dfrac{\partial v^*}{\partial y^*} = 0.[/tex]

Here the starred quantities denote dimensional quantities. We then want to nondimensionalize the equations. To do this, we use the following scaling laws:
[tex]x = \dfrac{x^*}{L^*},[/tex]
[tex]y = \dfrac{x^*}{\delta^*},[/tex]
[tex]u = \dfrac{u^*}{U^*},[/tex]
[tex]x = \dfrac{v^*}{U^*}\dfrac{L^*}{\delta^*},[/tex]
[tex]p = \dfrac{p^*}{\rho^* U^{*2}},[/tex]
[tex]t = t^*\dfrac{U^*}{L^*}.[/tex]

Here, [itex]L^*[/itex] is simply the dimensional horizontal length scale, [itex]\delta^*[/itex] is the dimensional boundary layer thickness (as opposed to displacement thickness) and [itex]U^*[/itex] is the dimensional free-stream velocity. So, if you then substitute these scales into the governing equations, we get the following:
[tex]\dfrac{\partial u}{\partial t} + u\dfrac{\partial u}{\partial x} + v\dfrac{\partial u}{\partial y} = - \dfrac{\partial p}{\partial x} + \dfrac{\nu}{UL}\dfrac{\partial^2 u}{\partial x^2} + \dfrac{\nu}{UL}\dfrac{L^2}{\delta^2}\dfrac{\partial^2 u}{\partial y^2},[/tex]
[tex]\dfrac{\partial v}{\partial t} + u\dfrac{\partial v}{\partial x} + v\dfrac{\partial v}{\partial y} = - \dfrac{L^2}{\delta^2}\dfrac{\partial p}{\partial y} + \dfrac{\nu}{UL}\dfrac{\partial^2 v}{\partial x^2} + \dfrac{\nu}{UL}\dfrac{L^2}{\delta^2}\dfrac{\partial^2 v}{\partial y^2},[/tex]
[tex]\dfrac{\partial u}{\partial x} + \dfrac{\partial v}{\partial y}=0.[/tex]

Then of course the definition of the Reynolds number is
[tex]Re = \dfrac{UL}{\nu}.[/tex]

This leaves
[tex]\dfrac{\partial u}{\partial t} + u\dfrac{\partial u}{\partial x} + v\dfrac{\partial u}{\partial y} = - \dfrac{\partial p}{\partial x} + \dfrac{1}{Re}\dfrac{\partial^2 u}{\partial x^2} + \dfrac{1}{Re}\dfrac{L^2}{\delta^2}\dfrac{\partial^2 u}{\partial y^2},[/tex]
[tex]\dfrac{\partial v}{\partial t} + u\dfrac{\partial v}{\partial x} + v\dfrac{\partial v}{\partial y} = - \dfrac{L^2}{\delta^2}\dfrac{\partial p}{\partial y} + \dfrac{1}{Re}\dfrac{\partial^2 v}{\partial x^2} + \dfrac{1}{Re}\dfrac{L^2}{\delta^2}\dfrac{\partial^2 v}{\partial y^2},[/tex]
[tex]\dfrac{\partial u}{\partial x} + \dfrac{\partial v}{\partial y}=0.[/tex]

Now, in talking about boundary layers, the assumption is always that the boundary layer, or the region where viscosity is important, is confined to a small region near the surface of the object. Alternatively, this means that the boundary layer is thin compared to the size of the object, or [itex]\delta/L \ll 1[/itex]. So, looking at the first equation, we should realize that if we assume that [itex]1/Re = O(1)[/itex], then the [itex]\partial^2 u/\partial x^2[/itex] term would be extremely large and it would render the equation quite useless. By contrast, if we assume [itex]1/Re \ll 1[/itex] then we can say that
[tex]\dfrac{1}{Re}\dfrac{L^2}{\delta^2} = O(1).[/tex]

In fact, the condition that [itex]1/Re \ll 1[/itex] (or alternatively [itex]Re \to \infty[/itex]) is typically considered to be equivalent to saying that a boundary layer exists very close to the surface outside of which the flow is inviscid. Anyway, since we have now determined that this assumption is valid, we can say that
[tex]\delta = O(Re^{-1/2}L),[/tex]
which gives you an idea of how the boundary layer thickness grows with respect to [itex]x[/itex].

It also let's us further simplify the equations by noting the O(1) terms. We also multiply the second equation by [itex]1/Re[/itex] in order to make sure we keep the pressure term:
[tex]\dfrac{\partial u}{\partial t} + u\dfrac{\partial u}{\partial x} + v\dfrac{\partial u}{\partial y} = - \dfrac{\partial p}{\partial x} + \dfrac{1}{Re}\dfrac{\partial^2 u}{\partial x^2} + \dfrac{\partial^2 u}{\partial y^2},[/tex]
[tex]\dfrac{1}{Re}\left(\dfrac{\partial v}{\partial t} + u\dfrac{\partial v}{\partial x} + v\dfrac{\partial v}{\partial y}\right) = - \dfrac{\partial p}{\partial y} + \dfrac{1}{Re^2}\dfrac{\partial^2 v}{\partial x^2} + \dfrac{1}{Re}\dfrac{\partial^2 v}{\partial y^2},[/tex]
[tex]\dfrac{\partial u}{\partial x} + \dfrac{\partial v}{\partial y}=0.[/tex]

Under the assumption that the Reynolds number is very large and therefore that there is a boundary layer in the traditional sense, that allows us to make the following simplifications to arrive at what are typically called simply the boundary layer equations:
[tex]\dfrac{\partial u}{\partial t} + u\dfrac{\partial u}{\partial x} + v\dfrac{\partial u}{\partial y} = - \dfrac{\partial p}{\partial x} + \dfrac{\partial^2 u}{\partial y^2},[/tex]
[tex]- \dfrac{\partial p}{\partial y} = 0,[/tex]
[tex]\dfrac{\partial u}{\partial x} + \dfrac{\partial v}{\partial y}=0.[/tex]

Note that the second equation is the root of the reason why we typically say that the pressure is constant through the boundary layer normal to the surface. If you plug the scaling laws back into re-dimensionalize the equations, you get the following:
[tex]\dfrac{\partial u^*}{\partial t^*} + u^*\dfrac{\partial u^*}{\partial x^*} + v^*\dfrac{\partial u^*}{\partial y^*} = - \dfrac{1}{\rho^*}\dfrac{\partial p^*}{\partial x^*} + \nu^*\dfrac{\partial^2 u^*}{\partial y^{*2}},[/tex]
[tex]-\dfrac{1}{\rho^*}\dfrac{\partial p^*}{\partial y^*} = 0,[/tex]
[tex]\dfrac{\partial u^*}{\partial x^*} + \dfrac{\partial v^*}{\partial y^*}=0.[/tex]

So that is the typical way to do the order-of-magnitude analysis, and personally I find it more clear as to why you drop that term than the more vague physical reasoning. The end result is that, as I said before, the equations are not valid near the leading edge since the Reynolds number is not large in that region and it violates the order-of-magnitude assumptions made in deriving the equations. As a result, the equations are at their most accurate when [itex]\delta[/itex] is nearly constant, but the equations are valid at least to some degree in areas where it is not nearly constant. How far it is valid depends on how much error you wish to incur, otherwise you have to turn to the full Navier-Stokes equations ore another approximation based on less stringent assumptions.
 
  • #7
boneh3ad said:
So, let's look at where these equations come from. You start with the two-dimensional Navier-Stokes equations,

[tex]\dfrac{\partial u^*}{\partial t^*} + u^*\dfrac{\partial u^*}{\partial x^*} + v^*\dfrac{\partial u^*}{\partial y^*} = -\dfrac{1}{\rho^*}\dfrac{\partial p^*}{\partial x^*} + \nu^* \left( \dfrac{\partial^2 u^*}{\partial x^{*2}} + \dfrac{\partial^2 u^*}{\partial y^{*2}} \right),[/tex]
[tex]\dfrac{\partial v^*}{\partial t^*} + u^*\dfrac{\partial v^*}{\partial x^*} + v^*\dfrac{\partial v^*}{\partial y^*} = -\dfrac{1}{\rho^*}\dfrac{\partial p^*}{\partial y^*} + \nu^* \left( \dfrac{\partial^2 v^*}{\partial x^{*2}} + \dfrac{\partial^2 v^*}{\partial y^{*2}} \right),[/tex]
[tex]\dfrac{\partial u^*}{\partial x^*} + \dfrac{\partial v^*}{\partial y^*} = 0.[/tex]

Here the starred quantities denote dimensional quantities. We then want to nondimensionalize the equations. To do this, we use the following scaling laws:
[tex]x = \dfrac{x^*}{L^*},[/tex]
[tex]y = \dfrac{x^*}{\delta^*},[/tex]
[tex]u = \dfrac{u^*}{U^*},[/tex]
[tex]x = \dfrac{v^*}{U^*}\dfrac{L^*}{\delta^*},[/tex]
[tex]p = \dfrac{p^*}{\rho^* U^{*2}},[/tex]
[tex]t = t^*\dfrac{U^*}{L^*}.[/tex]

Here, [itex]L^*[/itex] is simply the dimensional horizontal length scale, [itex]\delta^*[/itex] is the dimensional boundary layer thickness (as opposed to displacement thickness) and [itex]U^*[/itex] is the dimensional free-stream velocity. So, if you then substitute these scales into the governing equations, we get the following:
[tex]\dfrac{\partial u}{\partial t} + u\dfrac{\partial u}{\partial x} + v\dfrac{\partial u}{\partial y} = - \dfrac{\partial p}{\partial x} + \dfrac{\nu}{UL}\dfrac{\partial^2 u}{\partial x^2} + \dfrac{\nu}{UL}\dfrac{L^2}{\delta^2}\dfrac{\partial^2 u}{\partial y^2},[/tex]
[tex]\dfrac{\partial v}{\partial t} + u\dfrac{\partial v}{\partial x} + v\dfrac{\partial v}{\partial y} = - \dfrac{L^2}{\delta^2}\dfrac{\partial p}{\partial y} + \dfrac{\nu}{UL}\dfrac{\partial^2 v}{\partial x^2} + \dfrac{\nu}{UL}\dfrac{L^2}{\delta^2}\dfrac{\partial^2 v}{\partial y^2},[/tex]
[tex]\dfrac{\partial u}{\partial x} + \dfrac{\partial v}{\partial y}=0.[/tex]

Then of course the definition of the Reynolds number is
[tex]Re = \dfrac{UL}{\nu}.[/tex]

This leaves
[tex]\dfrac{\partial u}{\partial t} + u\dfrac{\partial u}{\partial x} + v\dfrac{\partial u}{\partial y} = - \dfrac{\partial p}{\partial x} + \dfrac{1}{Re}\dfrac{\partial^2 u}{\partial x^2} + \dfrac{1}{Re}\dfrac{L^2}{\delta^2}\dfrac{\partial^2 u}{\partial y^2},[/tex]
[tex]\dfrac{\partial v}{\partial t} + u\dfrac{\partial v}{\partial x} + v\dfrac{\partial v}{\partial y} = - \dfrac{L^2}{\delta^2}\dfrac{\partial p}{\partial y} + \dfrac{1}{Re}\dfrac{\partial^2 v}{\partial x^2} + \dfrac{1}{Re}\dfrac{L^2}{\delta^2}\dfrac{\partial^2 v}{\partial y^2},[/tex]
[tex]\dfrac{\partial u}{\partial x} + \dfrac{\partial v}{\partial y}=0.[/tex]

Now, in talking about boundary layers, the assumption is always that the boundary layer, or the region where viscosity is important, is confined to a small region near the surface of the object. Alternatively, this means that the boundary layer is thin compared to the size of the object, or [itex]\delta/L \ll 1[/itex]. So, looking at the first equation, we should realize that if we assume that [itex]1/Re = O(1)[/itex], then the [itex]\partial^2 u/\partial x^2[/itex] term would be extremely large and it would render the equation quite useless. By contrast, if we assume [itex]1/Re \ll 1[/itex] then we can say that
[tex]\dfrac{1}{Re}\dfrac{L^2}{\delta^2} = O(1).[/tex]

In fact, the condition that [itex]1/Re \ll 1[/itex] (or alternatively [itex]Re \to \infty[/itex]) is typically considered to be equivalent to saying that a boundary layer exists very close to the surface outside of which the flow is inviscid. Anyway, since we have now determined that this assumption is valid, we can say that
[tex]\delta = O(Re^{-1/2}L),[/tex]
which gives you an idea of how the boundary layer thickness grows with respect to [itex]x[/itex].

It also let's us further simplify the equations by noting the O(1) terms. We also multiply the second equation by [itex]1/Re[/itex] in order to make sure we keep the pressure term:
[tex]\dfrac{\partial u}{\partial t} + u\dfrac{\partial u}{\partial x} + v\dfrac{\partial u}{\partial y} = - \dfrac{\partial p}{\partial x} + \dfrac{1}{Re}\dfrac{\partial^2 u}{\partial x^2} + \dfrac{\partial^2 u}{\partial y^2},[/tex]
[tex]\dfrac{1}{Re}\left(\dfrac{\partial v}{\partial t} + u\dfrac{\partial v}{\partial x} + v\dfrac{\partial v}{\partial y}\right) = - \dfrac{\partial p}{\partial y} + \dfrac{1}{Re^2}\dfrac{\partial^2 v}{\partial x^2} + \dfrac{1}{Re}\dfrac{\partial^2 v}{\partial y^2},[/tex]
[tex]\dfrac{\partial u}{\partial x} + \dfrac{\partial v}{\partial y}=0.[/tex]

Under the assumption that the Reynolds number is very large and therefore that there is a boundary layer in the traditional sense, that allows us to make the following simplifications to arrive at what are typically called simply the boundary layer equations:
[tex]\dfrac{\partial u}{\partial t} + u\dfrac{\partial u}{\partial x} + v\dfrac{\partial u}{\partial y} = - \dfrac{\partial p}{\partial x} + \dfrac{\partial^2 u}{\partial y^2},[/tex]
[tex]- \dfrac{\partial p}{\partial y} = 0,[/tex]
[tex]\dfrac{\partial u}{\partial x} + \dfrac{\partial v}{\partial y}=0.[/tex]

Note that the second equation is the root of the reason why we typically say that the pressure is constant through the boundary layer normal to the surface. If you plug the scaling laws back into re-dimensionalize the equations, you get the following:
[tex]\dfrac{\partial u^*}{\partial t^*} + u^*\dfrac{\partial u^*}{\partial x^*} + v^*\dfrac{\partial u^*}{\partial y^*} = - \dfrac{1}{\rho^*}\dfrac{\partial p^*}{\partial x^*} + \nu^*\dfrac{\partial^2 u^*}{\partial y^{*2}},[/tex]
[tex]-\dfrac{1}{\rho^*}\dfrac{\partial p^*}{\partial y^*} = 0,[/tex]
[tex]\dfrac{\partial u^*}{\partial x^*} + \dfrac{\partial v^*}{\partial y^*}=0.[/tex]

So that is the typical way to do the order-of-magnitude analysis, and personally I find it more clear as to why you drop that term than the more vague physical reasoning. The end result is that, as I said before, the equations are not valid near the leading edge since the Reynolds number is not large in that region and it violates the order-of-magnitude assumptions made in deriving the equations. As a result, the equations are at their most accurate when [itex]\delta[/itex] is nearly constant, but the equations are valid at least to some degree in areas where it is not nearly constant. How far it is valid depends on how much error you wish to incur, otherwise you have to turn to the full Navier-Stokes equations ore another approximation based on less stringent assumptions.

But we do consider the variation of [itex]\frac{∂u}{∂y}[/itex] (by considering [itex]\frac{∂^{2}u}{∂y^{2}}≠0[/itex]), which means the boundary layer thickness is changing throughout. But according to the equations, we do not consider the value of [itex]\frac{∂^{2}u}{∂y^{2}}[/itex] when [itex]Re→∞[/itex], which leads to a constant [itex]\frac{∂u}{∂y}[/itex].

So I'm one step closer to clarity!
 
  • #8
No, it is [itex]\partial^2 u/\partial x^2[/itex] that we don't consider when [itex]Re \to \infty[/itex] because the term is multiplied by the [itex]1/Re[/itex] term, which goes to zero. [itex]\partial^2 u/\partial y^2[/itex] is important regardless since it is [itex]O(1)[/itex].

The boundary layer itself is most certainly growing, though that isn't neceesarily due to the fact that [itex]\partial^2 u/\partial y^2 \neq 0[/itex]. While it would be unusual, you could certainly find a way to vary [itex]\partial u/\partial y[/itex] without changing [itex]\delta[/itex].

Interestingly enough, we earlier showed that in order to have valid equations, [itex]\delta = O(Re^{-1/2}L)[/itex]. From this, by substituting the Reynolds number in place of [itex]L[/itex], you can show the qualitative growth of the boundary layer, which is
[tex]\delta = O(Re^{1/2}).[/tex]
This shouldn't surprise you though because if you just look at the shape that the line showing [itex]\delta[/itex] makes, it looks an awful lot like a square root.
 
  • #9
So the variation in [itex]∂u/∂y[/itex] does not mean that [itex]δ[/itex] also varies.
 
  • #10
It is kind of funny to think about, but the condition that [itex]\partial^2 u/\partial y^2\neq 0[/itex] (which, as you correctly stated, implies that [itex]\partial u/\partial y \neq \text{const.}[/itex]) does not necessarily mean the boundary layer is or isn't growing. It does mean that it is changing shape, but it is certainly possible for the boundary layer to change shape without [itex]\delta[/itex] changing. In practice, [itex]\delta[/itex] usually changes in this case, but not always.
 
  • #11
boneh3ad said:
It is kind of funny to think about, but the condition that [itex]\partial^2 u/\partial y^2\neq 0[/itex] (which, as you correctly stated, implies that [itex]\partial u/\partial y \neq \text{const.}[/itex]) does not necessarily mean the boundary layer is or isn't growing. It does mean that it is changing shape, but it is certainly possible for the boundary layer to change shape without [itex]\delta[/itex] changing. In practice, [itex]\delta[/itex] usually changes in this case, but not always.

I kind of get that, but I'm still quite skeptical due to my poor math skills.
 
  • #12
Well, just imagine a typical boundary layer profile. Imagine it as a string or something. You could hold that point we call the boundary layer edge in place and wiggle the rest of it around in whatever way you want and get what is essentially a changing [itex]\partial^2 u/\partial y^2[/itex] without changing [itex]\delta[/itex]. This isn't necessarily a common occurrence in physical reality, but there is nothing in the equations that says it can't happen.
 
  • #13
boneh3ad said:
Well, just imagine a typical boundary layer profile. Imagine it as a string or something. You could hold that point we call the boundary layer edge in place and wiggle the rest of it around in whatever way you want and get what is essentially a changing [itex]\partial^2 u/\partial y^2[/itex] without changing [itex]\delta[/itex]. This isn't necessarily a common occurrence in physical reality, but there is nothing in the equations that says it can't happen.

Yes, I can see that. But I haven't come across this level of mathematical complexity in calculus courses.
 

1. What are boundary layer equations?

Boundary layer equations are a set of mathematical equations used to describe the flow of a fluid near a solid surface. They take into account the effects of viscosity and turbulence on the flow.

2. Why is the term for x-axis momentum neglected in these equations?

The term for x-axis momentum is often neglected in boundary layer equations because it is usually much smaller than the other terms and has minimal impact on the overall solution.

3. How are boundary layer equations derived?

Boundary layer equations are derived from the Navier-Stokes equations, which are a fundamental set of equations used to describe fluid flow. The boundary layer equations are obtained by making simplifying assumptions and approximations to the Navier-Stokes equations.

4. What are the limitations of using boundary layer equations?

Boundary layer equations have some limitations, as they assume the fluid flow is steady, incompressible, and laminar. They also do not take into account three-dimensional effects or the effects of heat transfer.

5. How are boundary layer equations used in practical applications?

Boundary layer equations are commonly used in the design and analysis of aerodynamic systems, such as aircraft wings and wind turbines. They are also used in the study of fluid flow in pipes and channels, as well as in the development of drag-reducing technologies.

Similar threads

  • Quantum Physics
Replies
17
Views
807
  • Mechanical Engineering
Replies
5
Views
6K
Replies
4
Views
1K
  • Engineering and Comp Sci Homework Help
Replies
1
Views
1K
  • Advanced Physics Homework Help
Replies
1
Views
1K
Replies
8
Views
2K
  • Special and General Relativity
Replies
32
Views
3K
  • Mechanical Engineering
Replies
1
Views
2K
Replies
16
Views
2K
  • High Energy, Nuclear, Particle Physics
Replies
1
Views
1K
Back
Top