JAWAHARLAL NEHRU TECHNOLOGICAL UNIVERSITY HYDERABAD

JAWAHARLAL NEHRU TECHNOLOGICAL UNIVERSITY HYDERABAD B.Tech II HYDRAULICS AND HYRAULIC MACHINERY Previous Question Paper (April - 2018 - R15)

B.Tech | II | II | R15 | April - 2018

Answer PaperPaper Code: 124AAMaximum Marks: 75Time: 3 Hours

Note: This question paper contains two parts A and B. Part A is compulsory which carries 25 marks. Answer all questions in Part A. Part B consists of 5 Units. Answer any one full question from each unit.

Part A

Answer all questions. Each question carries marks as indicated.

125 marks
a

Differentiate between laminar and turbulent flow.

2 marks

Answer

In laminar flow, fluid particles move in smooth, parallel layers (laminae) with no macroscopic mixing, typically occurring at low Reynolds numbers. In turbulent flow, fluid particles move in a chaotic, irregular, and fluctuating manner, characterized by intense mixing and eddies at higher Reynolds numbers.

b

What is specific energy curve?

3 marks

Answer

The specific energy curve is a graphical representation of the relationship between the specific energy (E) and the depth of flow (y) in an open channel for a constant discharge. It shows two possible depths, known as alternate depths, for a given specific energy, except at the critical depth where specific energy is minimum.

c

Define dimensional analysis.

2 marks

Answer

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d

Define the term hydraulic similitude.

3 marks

Answer

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e

What is Jet propulsion?

2 marks

Answer

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f

Explain the term angular momentum principle.

3 marks

Answer

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g

What is a draft tube?

2 marks

Answer

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h

What are surge tanks?

3 marks

Answer

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i

What is meant by manometric efficiency?

2 marks

Answer

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j

Define the terms load factor and capacity factor.

3 marks

Answer

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Part B

Answer any one full question from each unit. Each question carries 10 marks.

210 marks
a

Find the head lost due to friction in a pipe of diameter 300mm and length 50m, through which water is flowing at a velocity of 3 m/s using (i) Darcy's formula (ii) Chezy’s formula for which C = 60.

5 marks

Answer

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b

Derive an expression for the variation of depth along the length of the bed of the channel for gradually varied flow in an open channel. State clearly all the assumptions made.

5 marks

Answer

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OR
310 marks
a

Derive an expression for jump depth.

5 marks

Answer

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b

A uniform flow of 9 m3/s occurs at a depth of 1.5m in a long rectangular channel of 3 m wide. Compute the minimum height of a flat top hump that can be built on channel floor in order to produce Critical depth.

5 marks

Answer

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410 marks
a

Describe Rayleigh’s method for dimensional analysis.

5 marks

Answer

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b

What are the different laws on which models are designed for dynamic similarities? Where are they used?

5 marks

Answer

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OR
510 marks
a

State Buckingham’s pi theorem. Why this theorem is considered superior over Rayleigh’s method for dimensional analysis?

5 marks

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b

Explain the terms distorted and undistorted models. What is the use of distorted models?

5 marks

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610 marks
a

A jet of water of diameter 50 mm moving with a velocity of 25 m/s impinges on a fixed curved plate tangentially at one end at an angle of 30º to the horizontal. Calculate the resultant force of the jet on the plate if the jet is deflected through an angle of 50º. Take g = 10 m/s2.

5 marks

Answer

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b

Draw the inlet and outlet velocity triangles for Pelton turbines and indicate various velocities of flow.

5 marks

Answer

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OR
710 marks
a

Show that for a curved radial vane, the work done per second is given by specific expression.

5 marks

Answer

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b

Describe the various applications of radial flow turbines.

5 marks

Answer

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810 marks
a

With the help of a neat sketch explain the governing of Francis turbine.

5 marks

Answer

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b

What are unit quantities? Define the unit quantities for a turbine. Why are they important?

5 marks

Answer

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OR
910 marks
a

Obtain an expression for unit discharge and unit power for a turbine.

5 marks

Answer

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b

Define the term governing of turbines. Describe with neat sketch, the working of an oil pressure governor.

5 marks

Answer

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1010 marks
a

Find the number of pumps required to take water from a deep well under a total head of 89 m. All the pumps are identical and are running at 800 r.p.m. The specific speed of each pump is given as 25 while the rated capacity of each pump is 0.16 m3/s.

5 marks

Answer

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b

What do you understand by characteristics curves of a pump? What is the significance of the characteristics curves?

5 marks

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OR
1110 marks
a

Define cavitation. What are the effects of cavitation? Give necessary precautions against cavitation.

5 marks

Answer

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b

What are the characteristic curves? Explain the significance of it.

5 marks

Answer

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About this paper

This page contains the solved question paper with answers of HYDRAULICS AND HYRAULIC MACHINERY from JAWAHARLAL NEHRU TECHNOLOGICAL UNIVERSITY HYDERABAD for B.Tech CEE II II, April - 2018, R15.

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