Fluids and the no-penetration condition

In summary, the conversation is discussing the concept of no penetration at a boundary in fluid mechanics and the use of gradient operators and dot products to express this condition. The conversation also delves into the mathematical details of calculating the dot product and its applicability in different situations.
  • #1
member 428835
Hi PF!

Denote the velocity of a fluid ##\vec u## and define a potential ##\vec u = -\nabla \phi##. Let ##\hat n ## be an outward-oriented surface normal to a solid boundary. I would express no penetration at the boundary as $$ u \cdot \hat n = 0 \implies \nabla \phi \cdot \hat n = 0.$$
However, the text writes $$\frac{\partial \phi}{\partial n} = 0$$ where ##n## is the direction of the outward-oriented normal. Can someone explain this result?
 
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  • #2
The gradient operator is defined in cartesian coordinates as
$$\nabla=\frac{\partial}{\partial x}\hat{x}+\frac{\partial}{\partial y}\hat{y}+\frac{\partial}{\partial z}\hat{z}$$
Looking at a particular example, if ##\hat{n}=\hat{x}## then
$$\nabla\phi\cdot\hat{n}=\nabla\phi\cdot\hat{x}=\frac{\partial\phi}{\partial x}\hat{x}\cdot\hat{x}+\frac{\partial\phi}{\partial y}\hat{y}\cdot\hat{x}+\frac{\partial\phi}{\partial z}\hat{z}\cdot\hat{x}=\frac{\partial\phi}{\partial x}=\frac{\partial\phi}{\partial n}$$
 
  • #3
The above answer has some math errors when carrying out the dot product.

Really, though, you don't need any fancy math to figure this out if you just think about the meaning of a dot product. If you just remember that ##\vec{a}\cdot\vec{b}## is the projection of ##\vec{a}## onto ##\vec{b}## (i.e. the size of ##\vec{a}## in the direction of ##\vec{b}## if ##\vec{b} = \hat{b}## is of unit length), you can apply that here. In this case, you've got ##\nabla\phi \cdot \hat{n}##. Since ##\nabla \phi## is the gradient and ##\hat{n}## is a unit vector normal to the surface, the dot product represents the magnitude of the gradient in the direction of the unit normal, or ##\frac{\partial \phi}{\partial n}##.
 
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  • #4
boneh3ad said:
In this case, you've got ##\nabla\phi \cdot \hat{n}##. Since ##\nabla \phi## is the gradient and ##\hat{n}## is a unit vector normal to the surface, the dot product represents the magnitude of the gradient in the direction of the unit normal, or ##\frac{\partial \phi}{\partial n}##.
Riiiiiight, just like the directional derivative! Got it!
 
  • #5
boneh3ad said:
The above answer has some math errors when carrying out the dot product.
Can you be more specific?
 
  • #6
Your assumed form of your normal vector had one nonzero component yet somehow it was magically distributed to all of the gradient components.
 
  • #7
Yes, that's because a dot product distributes over addition.
$$\nabla\phi\cdot\hat{x}=\left(\frac{\partial\phi}{\partial x}\hat{x}+\frac{\partial\phi}{\partial y}\hat{y}+\frac{\partial\phi}{\partial z}\hat{z}\right)\cdot\hat{x}=\frac{\partial\phi}{\partial x}\hat{x}\cdot\hat{x}+\frac{\partial\phi}{\partial y}\hat{y}\cdot\hat{x}+\frac{\partial\phi}{\partial z}\hat{z}\cdot\hat{x}=\frac{\partial\phi}{\partial x}$$
 
  • #8
It certainly is distributive over addition, and I suppose that, while the way you've done it is technically correct, you've turned one dot product into three dot products. It would be much simpler to just compute the first one directly. Otherwise, what happens when you have to generalize it to a situation where ##\hat{n}## is not parallel to one of the Cartesian directions?

In your example (which is a special case, not general), you would do it directly by:
[tex]\nabla\phi \cdot \hat{n} = \left( \hat{\imath}\dfrac{\partial \phi}{\partial x} + \hat{\jmath}\dfrac{\partial \phi}{\partial y} + \hat{k}\dfrac{\partial \phi}{\partial z} \right) \cdot (\hat{\imath}) = \left( \hat{\imath}\dfrac{\partial \phi}{\partial x} + \hat{\jmath}\dfrac{\partial \phi}{\partial y} + \hat{k}\dfrac{\partial \phi}{\partial z} \right) \cdot (1\hat{\imath} +0\hat{\jmath} + 0\hat{k})[/tex]
[tex] = \left[(1) \left(\dfrac{\partial \phi}{\partial x} \right) + (0) \left(\dfrac{\partial \phi}{\partial y} \right) + (0) \left(\dfrac{\partial \phi}{\partial z}\right) \right] = \dfrac{\partial \phi}{\partial x}[/tex]
 
  • #9
boneh3ad said:
Otherwise, what happens when you have to generalize it to a situation where ^nn^\hat{n} is not parallel to one of the Cartesian directions?
The same logic still applies. Let's say ##\hat{n}=2\hat{x}+1\hat{y}## then
$$\nabla\phi\cdot\left(2\hat{x}+1\hat{y}\right)=\left(\frac{\partial\phi}{\partial x}\hat{x}+\frac{\partial\phi}{\partial y}\hat{y}+\frac{\partial\phi}{\partial z}\hat{z}\right)\cdot\left(2\hat{x}+1\hat{y}\right)=\frac{\partial\phi}{\partial x}\left(\hat{x}\cdot2\hat{x}+\hat{x}\cdot\hat{y}\right)+\frac{\partial\phi}{\partial y}\left(\hat{y}\cdot2\hat{x}+\hat{y}\cdot\hat{y}\right)+\frac{\partial\phi}{\partial z}\left(\hat{z}\cdot2\hat{x}+\hat{z}\cdot\hat{y}\right)=2\frac{\partial\phi}{\partial x}+\frac{\partial\phi}{\partial y}$$
This is certainly pedantic for the simple case here but this process is useful when working with a non-Cartesian system or when ##\hat{n}## is defined on an irregular boundary.
 

1. What is the no-penetration condition in fluid dynamics?

The no-penetration condition, also known as the no-slip condition, is a fundamental principle in fluid dynamics that states that at the boundary of a solid surface, the fluid particles have zero velocity relative to the surface. This means that the fluid cannot penetrate or pass through the solid surface, and the molecules of the fluid adhere to the surface and move along with it.

2. How does the no-penetration condition affect the behavior of fluids?

The no-penetration condition plays a crucial role in determining the behavior of fluids. It causes a drag force on objects moving through a fluid, and it also affects the flow patterns near solid boundaries. This condition is essential in understanding and predicting the movement of fluids in various applications, such as in pipes, airfoils, and ships.

3. Is the no-penetration condition always applicable in fluid dynamics?

No, the no-penetration condition is not always applicable in fluid dynamics. It is a simplification of the real behavior of fluids and is most accurate for viscous fluids at low speeds. In some cases, such as in superfluids or rarefied gases, the no-slip condition may not hold, and the fluid may be able to penetrate the solid surface.

4. How is the no-penetration condition related to the Navier-Stokes equations?

The Navier-Stokes equations are a set of partial differential equations that describe the motion of a fluid. These equations incorporate the no-penetration condition as one of their boundary conditions. This means that the velocity of the fluid at a solid boundary is set to be equal to the velocity of the boundary itself, as dictated by the no-slip condition.

5. Can the no-penetration condition be violated?

In most cases, the no-penetration condition is followed by fluids, but it can be violated under certain circumstances. For example, when the fluid is moving at very high speeds or when there is a significant pressure difference across the boundary, the no-slip condition may break down, and the fluid can penetrate the solid surface. In these cases, more complex equations, such as the Euler equations or the Bernoulli equation, may be used to describe the fluid behavior.

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