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JNTU B.Tech III WATER RESOURCES ENGINEERING-II Previous Question Paper (April - 2018 - R15)

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

Answer PaperPaper Code: 126WHMaximum 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. Each question carries 10 marks and may have a, b, c as sub questions.

Part A

125 marks
a

What is zone of storage of a reservoir?

2 marks

Answer

The zone of storage in a reservoir refers to the volume of water held between the minimum pool level and the maximum reservoir level. It is primarily divided into useful storage (for irrigation, power, and water supply) and surcharge storage.

b

List the types of dams?

3 marks

Answer

Dams are broadly classified based on their structural material and design into the following types:

  • Gravity dams
  • Earth dams
  • Rockfill dams
  • Arch dams
  • Buttress dams
  • Steel or timber dams
c

What is meant by gravity dams?

2 marks

Answer

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d

Differentiate between a low gravity dam and high gravity dam.

3 marks

Answer

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e

List the types of earth dams.

2 marks

Answer

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f

What is a spillway?

3 marks

Answer

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g

What are canal headworks?

2 marks

Answer

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h

What are barrages?

3 marks

Answer

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i

Write a short note on super passage.

2 marks

Answer

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j

Why are drops constructed at irrigation canal?

3 marks

Answer

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Part B

210 marks
a

Discuss briefly the different types of reservoir and purpose served by each type.

5 marks

Answer

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b

Illustrate with sketches and mention site conditions favorable for construction of dams.

5 marks

Answer

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OR
310 marks
a

Describe briefly the techniques that are employed for computing the storage capacity of a reservoir for different water surface elevation.

5 marks

Answer

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b

Explain the mass curve method that can be used for determining demand rate from a reservoir of a given capacity.

5 marks

Answer

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410 marks
a

Explain with sketch how you will find the uplift pressure on a gravity dam provided with drainage gallery.

5 marks

Answer

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b

What is meant by the elementary profile of a gravity dam and how is it deduced?

5 marks

Answer

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OR
510 marks
a

Discuss the evolution of final profile of a gravity dam from its elementary triangular profile, and explain the main principle of its design.

5 marks

Answer

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b

What are the various modes of failure of a gravity dam? Discuss each of these briefly.

5 marks

Answer

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610 marks
a

Discuss a procedure of stability analysis for an earth dam having sudden drawdown conditions. Why sudden draw down of water level is considered harmful.

5 marks

Answer

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b

Describe with neat sketches, the various types of bucket type energy dissipaters.

5 marks

Answer

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OR
710 marks
a

Discuss the various causes of failure of earth dams.

5 marks

Answer

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b

Classify and explain the stilling basins recommended according to the Indian Standards.

5 marks

Answer

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810 marks
a

What is silt excluder? Describe with neat sketches its working and design principles.

5 marks

Answer

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b

Discuss Bligh’s Creep theory for design of weirs constructed over pervious foundations.

5 marks

Answer

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OR
910 marks
a

Describe briefly the causes of failure of weirs on permeable foundation and their remedies.

5 marks

Answer

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b

Sketch and describe the working of a silt ejector. On what basis is it designed?

5 marks

Answer

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1010 marks
a

Discuss briefly the components of various types of fall with neat sketch.

5 marks

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b

Explain the necessity of cross drainage structure. How do you classify cross-drainage works?

5 marks

Answer

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OR
1110 marks
a

Design 1 m Sarda type fall on a channel carrying 20 cumecs discharge whose bed width and water depth are 14 m and 1.9 m respectively.

5 marks

Answer

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b

Discuss the design criteria for a siphon aqueduct.

5 marks

Answer

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This page contains the solved question paper with answers of WATER RESOURCES ENGINEERING-II from JNTU for B.Tech CEE III II, April - 2018, R15.

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