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Hydraulics - Section 1 (3)

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Hydraulics - Section 1

In this section, you will get important MCQs of Hydraulics and you can solve them
to check the aptitude ability. We provide all the important MCQs to the students.

17. 

Euler's equation for motion of liquids, is given by

A. 147-7.67-1
B. 147-7.67-2
C. 147-7.67-3
D. ρdp + gdz + vdv = 0

Answer: Option C

Explanation:

No answer description available for this question. Let us discuss.

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18. 

An ideal flow of a liquid obeys

A. Continuity equation
B. Newton's law of viscosity
C. Newton's second law of motion
D. dynamic viscosity law,

Answer: Option A

Explanation:

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19. 

Maximum efficiency of transmission of power through a pipe, is

A. 25%
B. 33.3%
C. 50%
D. 66.67%.

Answer: Option D

Explanation:

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20. 

A pipe of 0.1 m2 cross sectional area suddenly enlarges to 0.3 m2 cross-sectional area. If the discharge of the pipe is 0.3 m3 /sec, the head loss is

 

A. 2/g m of water
B. g/2 m of water
C. 1g m of water
D. √g m of water.

Answer: Option A

Explanation:

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21. 

When two layers of a fluid separated by dy move over the other with a difference of velocity dv, causes a shearing stress 157-7.212-1 , where μ is known as

A. coefficient of viscosity
B. absolute viscosity
C. dynamic viscosity
D. viscosity
E. all the above.

Answer: Option E

Explanation:

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22. 

Hydrostatic pressure on a dam depends upon its

A. length
B. depth
C. shape
D. material
E. both (b) and (c).

Answer: Option E

Explanation:

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23. 

A short tube mouthpiece will not run full at its outlet if the head under which the orifice works, is

A. less than 12.2 m of the water
B. more than 12.2 m of the water
C. equal of 12.2 m of water
D. none of these.

Answer: Option B

Explanation:

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24. 

Discharge Q over a rectangular weir of length L and height H, is given by the equation

 

A. Q = 2/3 Cd √2g LH3/2
B. Q = 2/3 CdL H √2gH
C. 152-7.139-1
D. all the above.

Answer: Option D

Explanation:

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