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Hydraulics - Section 1 (4)

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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.

25. 

While applying the Bernoulli's equation 148-7.89-3 = total head, the work any section done on the flow system, if any

A. is added on the right side of the equation
B. is added on the left side of the equation
C. is ignored
D. none of these.

Answer: Option B

Explanation:

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

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26. 

An independent mass of a fluid does not posses

A. elevation energy
B. kinetic energy
C. pressure energy
D. none of these.

Answer: Option C

Explanation:

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

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27. 

A piezometer opening in pipes measures

A. velocity head
B. static pressure
C. total pressure
D. negative static pressure.

Answer: Option B

Explanation:

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

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28. 

The momentum correction factor (β) for the viscous flow through a circular pipe is

A. 1.25
B. 1.33
C. 1.50
D. 1.66
E. 2.00

Answer: Option B

Explanation:

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

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29. 

Inside pressure in a hollow soap bubble in the air is : (where d is the diameter of the bubble)

A. 159-7.233-1
B. 159-7.233-2
C. 159-7.233-3
D. 159-7.233-4

Answer: Option D

Explanation:

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

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30. 

A cylinder 3 m in diameter and 4 m long retains water one side as shown in the below figure. If the weight of the cylinder is 2000 kgf, the horizontal reaction at B is

159-7.237-1

A. 10,000 kgf
B. 15,000 kgf
C. 20,000 kgf
D. 18,000 kgf.

Answer: Option D

Explanation:

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

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31. 

The side slope of Cipolletti weir is generally kept

A. 1 to 4
B. 1 to 3
C. 1 to 2
D. 1 : 5

Answer: Option A

Explanation:

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32. 

Pick up the correct statement from the following :

 

 

A. For tranquil flow h > √2g or v < 155-7.189-2
B. For critical flow 155-7.188-1
C. For torrential flow h > 155-7.189-1 or v < √gh
D. None of these.

Answer: Option B

Explanation:

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

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