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JNTU B.Tech III WATER RESOURCES ENGINEERING-I Previous Question Paper (May - 2018 - R13)

B.Tech | III | I | R13 | May - 2018

Answer PaperPaper Code: 115ACMaximum 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

List the factors that affect the runoff from catchment area.

2 marks

Answer

The factors affecting runoff include precipitation characteristics (intensity, duration, and distribution), catchment characteristics (size, shape, slope, and land use), soil type, geological conditions, and initial moisture conditions.

b

Describe various types of precipitation.

3 marks

Answer

Precipitation is classified based on the mechanism of lifting the air mass:

  • Cyclonic precipitation: Caused by the lifting of air due to pressure differences in a cyclone or anticyclone.
  • Convective precipitation: Caused by the heating of air near the ground, causing it to rise, cool, and condense.
  • Orographic precipitation: Caused by air masses being forced to rise over mountain barriers.
c

What is effective rainfall?

2 marks

Answer

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d

Write down the assumptions of unit hydrograph.

3 marks

Answer

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e

Define aquiclude.

2 marks

Answer

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f

Draw the divisions of sub-surface water.

3 marks

Answer

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g

List the importance of irrigation.

2 marks

Answer

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h

What are the ill effects of irrigation?

3 marks

Answer

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i

How do you classify the canal, based on the functions of the canal?

2 marks

Answer

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j

What are the disadvantages of canal lining?

3 marks

Answer

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Part B

210 marks
a

Explain tipping bucket type rain gauge with a neat sketch.

5 marks

Answer

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b

Describe the factors affecting infiltration.

5 marks

Answer

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OR
310 marks
a

Explain any one method of estimation of evaporation in detail.

5 marks

Answer

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b

Describe any two methods of computing average rainfall over the basin.

5 marks

Answer

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410 marks
a

What is unit hydrograph? How do you construct it?

5 marks

Answer

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b

Describe the two methods of separating base flow from the total runoff.

5 marks

Answer

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OR
5

The ordinates of a 4h unit hydrograph of a basin area 300km2 measured at 1h intervals are 6, 36, 66, 91, 106, 93, 79, 68, 58, 49, 41, 34, 27, 23, 17, 13, 9, 6, 3 and 1.5 m3/s respectively. Obtain the ordinates of a 3h unit hydrograph for the basin using the S-curve technique.

10 marks

Answer

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610 marks
a

Explain the types of aquifer.

5 marks

Answer

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b

How do you determine the yield of the open well from recuperation test?

5 marks

Answer

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OR
7

Explain in detail the types of tube wells along with their construction details.

10 marks

Answer

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8

Explain in detail the factors affecting duty.

10 marks

Answer

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OR
9

After how many days will you supply water to soil in order to ensure efficient irrigation of the given crop, if:

a) Field capacity of soil = 27%

b) Permanent wilting point = 14%

c) Dry density of soil = 15kN/m3

d) Effective depth of root zone = 75 cm

e) Daily consumptive use of water for the given crop = 11mm.

10 marks

Answer

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10

Design a regime channel for a discharge of 35 m3/s with silt factor of 0.9 by Lacey’s theory, taking side slopes as 1H:2V.

10 marks

Answer

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OR
1110 marks
a

Explain the balancing depth of cutting.

5 marks

Answer

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b

Explain the flood frequency analysis method.

5 marks

Answer

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This page contains the solved question paper with answers of WATER RESOURCES ENGINEERING-I from JNTU for B.Tech CE III I, May - 2018, R13.

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