Determine force from flow on diffuser

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Discussion Overview

The discussion revolves around determining the force exerted by water flow on a wedge diffuser, with specific parameters such as pipe diameter, water velocity, and diffuser angle. Participants explore the application of fluid dynamics principles, particularly focusing on momentum flow and the effects of geometry on the calculations.

Discussion Character

  • Homework-related
  • Technical explanation
  • Debate/contested
  • Mathematical reasoning

Main Points Raised

  • One participant attempts to calculate the force using the equation F = ρAV(Vcosθ) but questions the correctness of their result.
  • Another participant suggests that the force can be calculated as the difference in momentum flows before and after the diffuser, indicating a potential misunderstanding of velocity components.
  • Questions are raised about the direction of fluid velocity over the diffuser and whether the mass flow rate remains constant.
  • Concerns are expressed regarding the assumptions about the geometry of the problem, with some participants suggesting it may be cylindrical rather than flat.
  • There is a discussion about the implications of Bernoulli's equation on fluid velocity as it passes over the diffuser.
  • Clarifications are sought regarding the use of momentum flow versus mass flow in the calculations.

Areas of Agreement / Disagreement

Participants express differing views on the geometry of the diffuser and the correct application of fluid dynamics principles. There is no clear consensus on the approach to calculating the force exerted by the flow on the diffuser, and multiple competing views remain regarding the assumptions and methods to be used.

Contextual Notes

Participants highlight potential limitations in their understanding of the geometry and fluid dynamics involved, including the assumptions about the flow being incompressible and the effects of the diffuser's shape on the calculations.

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Homework Statement


Water exits the 3-in.-diameter pipe at a velocity of 12 ft/s and is split by the wedge diffuser. Assume water is ideal fluid, that is, incompressible and frictionless. Determine the force the flow exerts on the diffuser. Take θ = 30 ∘

Homework Equations


F = ρAV

The Attempt at a Solution


So what I've seen others do, and what tools I've been given so far in the course, here's the numbers I plugged in, and the equation I used:

ρ = 62.4
A = πr2
R = (3/24) <- 3 inch diameter, and this just eliminates one step in the calculator
V = 12
θ = 15 (half of 30)

F = ρAV(Vcosθ). But I'm getting 426, which isn't correct . . .
 

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Bluestribute said:
F = ρAV(Vcosθ)

The force, which affected the water flow can be calculated as the difference of the momentum flows before and after the diffusor. It seems that you've mixed up the velocities of these two flows (you combined the velocities in horizontal direction of both states in one term).
 
What do you mean? ρAV = (ρAV)1 - (ρAV)2?
 
What direction is the fluid velocity when it is flowing over the diffuser? (a) parallel to the axis (b) parallel to the diffuser surface

Is the mass rate of flow constant in going over the diffuser?

Is the velocity of the fluid on the diffuser constant or changing with axial position along the diffuser?

Is the thickness of the fluid layer on the diffuser constant or changing with axial position along the diffuser?

Chet
 
mass flow rate = ρVA = 62.4 * -12 * π(3/24)2
That's density times velocity dotted with the normal (that's why it's negative) times the area of the circle the water is traveling through.

Would it be constant over the diffuser, but different than the above calculation? Including the velocity? And nothing is changing I don't think with respect to position. The force is different after the wedge, but still constant.
 
Bluestribute said:
mass flow rate = ρVA = 62.4 * -12 * π(3/24)2
That's density times velocity dotted with the normal (that's why it's negative) times the area of the circle the water is traveling through.

Would it be constant over the diffuser, but different than the above calculation? Including the velocity?
What does Bernoulli's equation tell you about the velocity of the fluid as it is passing over the diffuser (i.e., the magnitude of the velocity vector) compared to its value before it hits the diffuser?
 
No idea. We haven't gotten that far . . .
 
EDIT: I misread the statement and therefore canceled this post, sorry.
 
Last edited:
stockzahn said:
The water flow is split up and each part has changed its direction with respect to the one before the diffusor. As mass has changed its state of movement forces must have affected it. To solve the problem I would recommend the following steps:

1) Define a Cartesian coordinate system (horizontal(x)/vertical(y))
2) Find the momentum flows of the water jets before and after the diffusor in x- and y-direction
3) The difference of the momentum flows in each direction will give you the force on the diffusor in the opposite direction

momentum flow:
Your equation calculates the mass flow. To get the momentum flow you have to multiply it (again) with the velocity. To get the momentum flows in the different rectangular directions after the diffusor you can use the angle θ and trigonometry.

hints: Water is more or less incompressible. Look at the thicknesses of the flows after they got split up - they are equal (symmetrical) and their sum is the same as the thickness before the diffusor. What does that mean for
You are giving very good advice here, but you seem to be assuming that the geometry is flat. According to the problem statement, the actual geometry is cylindrical. This is why I was trying to get the OP to use Bernoulli to determine that the magnitude of the fluid velocity along the diffuser is the same as the magnitude of the velocity out of the pipe. As the flow passes over the diffuser, it is the thickness of the water layer that changes (decreases) to conserve mass flow rate. I'm hoping you will continue with your help and advice, modifying it as necessary to address the cylindrical geometry.

Chet
 
  • #10
Chestermiller said:
You are giving very good advice here, but you seem to be assuming that the geometry is flat. According to the problem statement, the actual geometry is cylindrical. This is why I was trying to get the OP to use Bernoulli to determine that the magnitude of the fluid velocity along the diffuser is the same as the magnitude of the velocity out of the pipe. As the flow passes over the diffuser, it is the thickness of the water layer that changes (decreases) to conserve mass flow rate. I'm hoping you will continue with your help and advice, modifying it as necessary to address the cylindrical geometry.

Chet

Dear Chet,

as the statement said "[]...is split by the wedge diffuser." I thought it is a two dimensional problem. Additionally in the drawing the pipe is cut (at the upper side), but it seemed to me that it ends at the lower side without changing its diameter (but where is the diffusor then?). Of course, if it would be 3-dimensional without the diffusor (only the cone/wedge), the thicknesses of the split water flows must decrease along the cone. However there are some additional hints that it is 3-dimensional, as the flows keep in touch with the wedge/cone even after it ends. I probably misunderstood the statement/drawing, I'm sorry for that.
 
  • #11
stockzahn said:
Dear Chet,

as the statement said "[]...is split by the wedge diffuser." I thought it is a two dimensional problem. Additionally in the drawing the pipe is cut (at the upper side), but it seemed to me that it ends at the lower side without changing its diameter (but where is the diffusor then?). Of course, if it would be 3-dimensional without the diffusor (only the cone/wedge), the thicknesses of the split water flows must decrease along the cone. However there are some additional hints that it is 3-dimensional, as the flows keep in touch with the wedge/cone even after it ends. I probably misunderstood the statement/drawing, I'm sorry for that.
No problem. Your analysis can still be continued, taking into account, from Bernoulli, that the fluid velocity tangent to the cone is still the same as in the pipe. Please continue.

Chet
 
  • #12
Wait . . . so are you saying to use ρAV2 to find the flow at the inlet and each outlet (but for the outlets, use the cos of half the angle)? And just take the difference of inlet/outlet flows as the force?
 
  • #13
Bluestribute said:
Wait . . . so are you saying to use ρAV2 to find the flow at the inlet and each outlet (but for the outlets, use the cos of half the angle)? And just take the difference of inlet/outlet flows as the force?
Not exactly. That's called the rate of momentum, not the flow. But otherwise, OK.

Chet
 
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