Fluid Mechanics - Linear momentum Analysis

In summary, this conversation discusses the determination of the total x and y forces on the flanges of a U-shaped pipe section, taking into account the viscous losses and using a momentum-flux correction factor. The equations \dot{m} = \rhoVA and \SigmaF = \Sigmaout\beta\dot{m}V - \Sigmain\beta\dot{m}V are used to solve for the forces, and it is found that the force at flange 2 can be positive or negative depending on how it is defined in the solution. It is also discussed whether it is possible to find the force on each flange individually, and the solution for the total force on each flange is presented.
  • #1
gmy5011
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Homework Statement



Water is flowing into and discharging from a U-shaped pipe section as shown. At flange
(1), 30 kg/s of water flows into the section with the total absolute pressure of 200 kPa. At flange (2), the absolute pressure is 150 kPa. At location (3), 8 kg/s of water discharges to the atmosphere at 100 kPa. Determine the total x and y forces on the flanges connecting the pipe bend. Do not neglect the viscous losses in the pipe bend. Use a momentum-flux correction factor to be 1.03. In your discussion answer the following question: Is it possible to find the force on each flange individually? Why or why not?

This is the given question. What I don't understand is when we are summing the forces, why is the force at flange 2 acting in the positive direction(to the right)? If you see in my solution attempt, I made it negative but in my teachers solution she has it positive. If someone could explain this too me that would be great.

Homework Equations



eqn.1 [itex]\dot{m}[/itex] = [itex]\rho[/itex]VA

eqn.2 [itex]\Sigma[/itex]F = [itex]\Sigma[/itex]out[itex]\beta[/itex][itex]\dot{m}[/itex]V - [itex]\Sigma[/itex]in[itex]\beta[/itex][itex]\dot{m}[/itex]V

The Attempt at a Solution



Used eqn.1 to solve for all 3 velocites

then eqn.2 to solve for Frx: Frx + P1V1 - P2V2 = [itex]\beta[/itex][itex]\dot{m}[/itex](-V2) - [itex]\beta[/itex][itex]\dot{m}[/itex]V1
 

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  • #2
Frx = \beta\dot{m}(V1 - V2) - (P2V2 - P1V1)Used eqn.1 again to solve for Fry: Fry + P3V3 - P2V2 = \beta\dot{m}(-V2) - \beta\dot{m}V3 Fry = \beta\dot{m}(V3 - V2) - (P2V2 - P3V3)Total force on flange 1: F1x = Frx + Fry F1x = \beta\dot{m}(V1 - V2 + V3 - V2) - (P2V2 - P1V1 + P2V2 - P3V3) F1x = \beta\dot{m}(V1 + V3 - 2V2) - (P2V2 - P1V1 - P3V3)Total force on flange 2: F2x = -Frx - Fry F2x = -\beta\dot{m}(V1 - V2 + V3 - V2) + (P2V2 - P1V1 + P2V2 - P3V3) F2x = -\beta\dot{m}(V1 + V3 - 2V2) + (P2V2 - P1V1 - P3V3)
 

FAQ: Fluid Mechanics - Linear momentum Analysis

What is fluid mechanics?

Fluid mechanics is the study of how fluids (liquids and gases) behave and interact with their surroundings. It involves the analysis of forces and motion within fluids, as well as the properties of fluids such as density, pressure, and viscosity.

What is linear momentum analysis in fluid mechanics?

Linear momentum analysis in fluid mechanics is the study of the forces and motion of fluids in a straight line. It involves analyzing the changes in momentum (mass x velocity) of a fluid as it moves through a system or encounters obstacles.

What are some real-world applications of fluid mechanics?

Fluid mechanics has many practical applications in our everyday lives, such as in the design of aircraft and cars, the study of ocean currents and weather patterns, and the development of medical devices such as ventilators and blood pumps.

What is the difference between internal and external flows in fluid mechanics?

Internal flows refer to the movement of fluids within enclosed channels or pipes, while external flows refer to the movement of fluids over surfaces, such as air flow over an airplane wing.

How is Bernoulli's principle related to fluid mechanics?

Bernoulli's principle states that as the velocity of a fluid increases, its pressure decreases. This principle is often used in fluid mechanics to explain the behavior of fluids in motion, such as the lift force on an airplane wing or the flow of water through a pipe.

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