Calculating Drag Through A Pipe

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SUMMARY

The discussion focuses on calculating the drag force exerted by concrete flowing through a pipe, specifically addressing the shear stress involved. The viscosity of the concrete is given as 5 Pa·s, with a velocity of 0.2 m/s for the concrete more than 10 cm from the pipe wall. The correct formula for shear stress is established as shear stress = viscosity x (velocity gradient), resulting in a shear stress of 10 N/m². The area of the pipe is noted, but it is clarified that the drag force per unit area has already been determined, making further area calculations unnecessary.

PREREQUISITES
  • Understanding of fluid mechanics principles, specifically viscosity and shear stress.
  • Familiarity with the concept of velocity gradient in fluid flow.
  • Knowledge of basic mathematical operations involving units of pressure (N/m²).
  • Ability to apply formulas related to shear stress and drag force in fluid dynamics.
NEXT STEPS
  • Study the relationship between viscosity and shear rate in Newtonian fluids.
  • Learn about the implications of shear stress in pipe flow applications.
  • Explore advanced fluid dynamics concepts such as laminar vs. turbulent flow.
  • Investigate the effects of pipe diameter and flow rate on drag force calculations.
USEFUL FOR

This discussion is beneficial for engineering students, fluid mechanics professionals, and anyone involved in the design and analysis of fluid transport systems, particularly in construction and civil engineering contexts.

tomtomtom1
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MODERATOR NOTE: NO TEMPLATE - MISPLACED HOMEWORK
Hi All
I was hoping someone could help with the following problem:-

Concrete is being pumped along a pipe. All of the concrete that is more then 10cm from the wall of the pipe is moving at 0.2m/s, and the material in contact with the pipe wall is not moving. Assuming that the concrete has a viscosity of 5 Pa s, calculate the drag on each square meter of the surface of the pipe.

I know that the Viscosity = Shear Stress / Shear Strain
and Shear Stress = Force / Area
and Shear Strain = Change in Length / Original Length

But that it is.

The answer is meant to be:-
Shear stress = Viscosity x ((V1 – V2) / dy)
Shear stress = 5 x (0.2 / 0.1)
Shear stress = 10 N/m2

I assume the pipe diameter to be 20cm giving me an Area of 0.03146m^2

I'm not sure where to take it from here.

Any ideas?

Thank you.
 
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tomtomtom1 said:
MODERATOR NOTE: NO TEMPLATE - MISPLACED HOMEWORK
Hi All
I was hoping someone could help with the following problem:-

Concrete is being pumped along a pipe. All of the concrete that is more then 10cm from the wall of the pipe is moving at 0.2m/s, and the material in contact with the pipe wall is not moving. Assuming that the concrete has a viscosity of 5 Pa s, calculate the drag on each square meter of the surface of the pipe.

I know that the Viscosity = Shear Stress / Shear Strain
and Shear Stress = Force / Area
and Shear Strain = Change in Length / Original Length
This is not correct. Viscosity = Shear Stress / Shear Rate (i.e., velocity gradient)
But that it is.

The answer is meant to be:-
Shear stress = Viscosity x ((V1 – V2) / dy)
Shear stress = 5 x (0.2 / 0.1)
Shear stress = 10 N/m2
The velocity gradient is ##\Delta V/\Delta y##, which is 0.2/0.1 = ##2 s^{-1}##
So the shear stress is the same as the drag force per unit area = 10 N/m^2 = 10 Pa
I assume the pipe diameter to be 20cm giving me an Area of 0.03146m^2

I'm not sure where to take it from here.
You don't need the pipe surface area. You already have your answer.
 

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