Civil Engineering - Hydraulics - Discussion
Discussion Forum : Hydraulics - Section 1 (Q.No. 17)
17.
The shear stress distribution in viscous fluid through a circular pipe is :
Discussion:
48 comments Page 5 of 5.
Karam Bharmoria said:
4 years ago
B is the correct answer.
MJM Gcek said:
4 years ago
B is the correct answer.
BALOCH said:
4 years ago
I think the given answer is correct because it is being asked regarding Shear stress distribution in VISCOUS FLUID.
So, for VISCOUS FLUID shear stress distribution will be the same throughout the section.
So, for VISCOUS FLUID shear stress distribution will be the same throughout the section.
(1)
BALOCH said:
4 years ago
I think the given answer is correct because it is being asked regarding Shear stress distribution in VISCOUS FLUID.
So, for VISCOUS FLUID shear stress distribution will be the same throughout the section.
So, for VISCOUS FLUID shear stress distribution will be the same throughout the section.
(1)
Mesbah Ullah said:
4 years ago
The option B is correct.
As per my knowledge, shear stress is linearly increased from the centre (r=0) and maximum at boundary where (r max).
As per my knowledge, shear stress is linearly increased from the centre (r=0) and maximum at boundary where (r max).
(2)
Aleem Nasar said:
3 years ago
B is the correct answer.
Yatheesh Kumar said:
11 months ago
The answer is Maximum at the pipe surface because the pipe surface will the zone of 'no slip area' where the nearest layer of the liquid is expiring the highest shear force and it moves very slowly as compared to the mean layer of water so that the maximum shear force will more near to pipe surface.
(1)
MAAZ KHAN said:
9 months ago
The correct answer is 'maximum at the inside of the surface'.
In a viscous fluid flowing through a circular pipe, the shear stress is zero at the centre of the pipe and increases linearly with radial distance, reaching its maximum value at the pipe wall (the inside surface of the pipe).
In a viscous fluid flowing through a circular pipe, the shear stress is zero at the centre of the pipe and increases linearly with radial distance, reaching its maximum value at the pipe wall (the inside surface of the pipe).
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