Laminar Flow : shear force on walls

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SUMMARY

The discussion focuses on calculating the shear force on the walls of a circular vessel containing a viscous fluid, using the Hagen-Poiseuille equation and principles of fluid mechanics. The force exerted by the vessel on the fluid is determined to be equal to the viscous force, which is calculated as F(r) = -η(2πrL)(dv/dr). The net force on the vessel is clarified to be influenced by an axial tensile force within the pipe material, ensuring the vessel remains stationary despite the fluid flow.

PREREQUISITES
  • Understanding of the Hagen-Poiseuille equation
  • Knowledge of Newton's third law of motion
  • Familiarity with concepts of laminar flow and viscous forces
  • Basic principles of fluid mechanics
NEXT STEPS
  • Study the derivation and applications of the Hagen-Poiseuille equation in fluid dynamics
  • Explore the implications of Newton's third law in fluid mechanics scenarios
  • Investigate the effects of shear stress on pipe walls in laminar flow conditions
  • Learn about tensile forces in structural components under fluid pressure
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Students and professionals in mechanical engineering, fluid dynamics researchers, and anyone involved in the design and analysis of piping systems under laminar flow conditions.

throneoo
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Homework Statement


a viscous fluid with viscosity η flows through a circular vessel of length L and radius R under a pressure difference of P. Assuming the flow is laminar, calculate:

a)the force on the walls of the vessel.
b)the net force on the vessel.

Homework Equations


Hagen-Poiseuille equation: v(r)=P(R^2-r^2)/4ηL

viscous force on the fluid : F(r)=-η(2*pi*r*L) (dv/dr)

The Attempt at a Solution


a)
on the boundary between the fluid and the wall, the vessel should exert a certain force to drag the fluid , but the viscous force from the fluid would balance it such that the fluid flows at constant velocity ( at rest). Thus the force exerted by the vessel on the fluid =-F(r) . By Newton's 3rd law, the walls experience the reaction force F(r),
which, by differentiation, is P*pi*R^2 at r=R , in the direction of the flow.

b)

I can't think of any other forces except the one mentioned in a) , which would be really weird as the vessel would be accelerating while the fluid flows steadily. It's even worse if the pressure force acts on the vessel too , as the net force will be 2*P*pi*R^2 instead of 0. Perhaps I've messed up the directions in a)
 
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Your result for part (a) is correct. For part (b) the only axial force that the fluid exerts on the vessel is the shear force on the wall from part (a). But the pipe obviously isn't accelerating. So there must be another force acting. You need to have an axial tensile force within the pipe metal at the beginning of the pipe to hold the pipe in place.

Chet
 

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