Fluid mechanics: water jet impacting an inclined plane

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The discussion centers on understanding fluid mechanics concepts related to a water jet impacting an inclined plane. Key equations such as the continuity equation and Bernoulli's equation are referenced to analyze the system, but confusion arises regarding the interpretation of certain terms and the implications of a frictionless scenario. Participants express uncertainty about the significance of the angle α and its relation to the forces acting on the fluid. The conversation highlights the necessity of applying the momentum equation in both x and y directions to fully grasp the dynamics of the fluid jet and the forces involved. Overall, the thread emphasizes the complexity of fluid mechanics problems and the importance of clear problem statements for effective analysis.
  • #31
erobz said:
The normal force is:

$$ N = \rho A_1 c^2 \sin \theta$$
Ok perfect thank you very much!
 
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  • #32
Guillem_dlc said:
Ok perfect thank you very much!
I'm not really sure what's going on. How they determine ##\theta = 45^{\circ}## is a bit of a mystery I feel we haven't solved yet. Sorry, If I didn't turn out to be of much help.
 
  • #33
erobz said:
I'm not really sure what's going on. How they determine ##\theta = 45^{\circ}## is a bit of a mystery I feel we haven't solved yet. Sorry, If I didn't turn out to be of much help.
Don't worry, no problem.

I suppose that in an exercise, as soon as it is not an example, everything will be better placed.
 
  • #34
What book is this example from?
 
  • #35
Frabjous said:
What book is this example from?
It isn't from a book.
 
  • #36
Guillem_dlc said:
It isn't from a book.
Website?
 
  • #37
The momentum of stream 1 can be resolved into components normal and tangential to the plane. Since the force of the plane on the water is normal to the plane (neglecting viscous friction), the normal component of the momentum from stream 1 is balanced by the normal force F. The momentum component of the stream 1 tangent to the plane is balanced by the momentum of tangential streams streams 2 and 3; this provides a basis for determining the thicknesses of streams 2 and 3.
 

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