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Hydraulics and Fluid Mechanics problems
1. According to Bazin's formula, the discharge over a rectangular weir is
mL
2
g
x
H
3/2
where
m
is equal to
Options
A.
B.
C.
D.
Show Answer
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Discuss
Correct Answer:
2. If the coefficient of discharge is 0.6, then the discharge over a right angled notch is
Options
A. 0.417
H
5/2
B. 1.417
H
5/2
C. 4.171
H
5/2
D. 7.141
H
5/2
Show Answer
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Correct Answer: 1.417
H
5/2
3. The point at which the resultant pressure on an immersed surface acts, is known as
Options
A. centre of gravity
B. centre of depth
C. centre of pressure
D. centre of immersed surface
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Correct Answer: centre of pressure
4. The factional resistance of a pipe varies approximately with __________ of the liquid.
Options
A. pressure
B. velocity
C. square of velocity
D. cube of velocity
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Correct Answer: square of velocity
5. A flow through a long pipe at decreasing rate is called __________ uniform flow.
Options
A. steady
B. unsteady
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Correct Answer: unsteady
6. The total energy of a liquid particle in motion is equal to
Options
A. pressure energy + kinetic energy + potential energy
B. pressure energy - (kinetic energy + potential energy)
C. potential energy - (pressure energy + kinetic energy
D. kinetic energy - (pressure energy + potential energy)
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Correct Answer: pressure energy + kinetic energy + potential energy
7. The celerity (velocity) of a pressure wave in a fluid is given by (where
K
= Bulk modulus, and ? = Density of the fluid)
Options
A.
K
.?
B.
K
/?
C.
?/
K
D.
K
.?
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Correct Answer:
K
/?
8. The hydraulic gradient line is always parallel to the centre line of the pipe.
Options
A. Correct
B. Incorrect
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Correct Answer: Incorrect
9. The volume of a fluid __________ as the pressure increases.
Options
A. remains same
B. decreases
C. increases
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Correct Answer: decreases
10. A differential manometer is used to measure
Options
A. atmospheric pressure
B. pressure in pipes and channels
C. pressure in venturimeter
D. difference of pressures between two points in a pipe
Show Answer
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Correct Answer: difference of pressures between two points in a pipe
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