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Mechanical Engineering
‣
Hydraulics and Fluid Mechanics
Comments
Question
Viscous force is the __________ of shear stress due to viscosity and cross-sectionar area of flow.
Options
A. sum
B. different
C. product
D. ratio
Correct Answer
product
Hydraulics and Fluid Mechanics problems
Search Results
1. One stoke is equal to
Options
A. 10
-2
m
2
/s
B. 10
-3
m
2
/s
C. 10
-4
m
2
/s
D. 10
-6
m
2
/s
Show Answer
Scratch Pad
Discuss
Correct Answer: 10
-4
m
2
/s
2. When a cylindrical vessel containing liquid is revolved, the surface of the liquid takes the shape of
Options
A. a triangle
B. a paraboloid
C. an ellipse
D. none of these
Show Answer
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Discuss
Correct Answer: a paraboloid
3. The most economical section of a trapezoidal channel is one which has hydraulic mean depth equal to
Options
A. 1/2 depth
B. 1/2 breadth
C. 1/2 sloping side
D. 1/4 (depth + breadth)
Show Answer
Scratch Pad
Discuss
Correct Answer: 1/2 depth
4. The flow in a pipe is laminar, when Reynold number is less than 2000.
Options
A. True
B. False
Show Answer
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Discuss
Correct Answer: True
5. The total pressure on a horizontally immersed surface is (where
w
= Specific weight of the liquid,
A
= Area of the immersed surface, and
x
= Depth of the centre of gravity of the immersed surface from the liquid surface)
Options
A.
w
.
A
B.
w
x
C.
wA
x
D.
wA
/
x
Show Answer
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Discuss
Correct Answer:
wA
x
6. The power transmitted through the pipe is maximum when the head lost due to friction is equal to
Options
A. one-fourth of the total supply head
B. one-third of the total supply head
C. one-half of the total supply head
D. two-third of the total supply head
Show Answer
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Discuss
Correct Answer: one-third of the total supply head
7. Water is __________ liquid.
Options
A. a compressible
B. an incompressible
Show Answer
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Discuss
Correct Answer: an incompressible
8. The water hammer in pipes occurs due to sudden change in the velocity of flowing liquid
Options
A. Agree
B. Disagree
Show Answer
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Discuss
Correct Answer: Agree
9. When the coefficient of discharge (
C
d
) is 0.623, then the general equation for discharge over a rectangular weir is
Options
A. 1.84(
L
- 0.1
nH
)
H
3/2
B. 1.84(
L
-
nH
)
H
2
C. 1.84(
L
- 0.1
nH
)
H
5/2
D. 1.84(
L
-
nH
)
H
3
Show Answer
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Discuss
Correct Answer: 1.84(
L
- 0.1
nH
)
H
3/2
10. The buoyancy depends upon the
Options
A. weight of the liquid displaced
B. pressure with which the liquid is displaced
C. viscosity of the liquid
D. compressibility of the liquid
Show Answer
Scratch Pad
Discuss
Correct Answer: weight of the liquid displaced
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