JAWAHARLAL NEHRU TECHNOLOGICAL UNIVERSITY HYDERABAD

JAWAHARLAL NEHRU TECHNOLOGICAL UNIVERSITY HYDERABAD B.Tech III ENVIRONMENTAL ENGINEERING Previous Question Paper (May/June - 2019 - R16)

B.Tech | III | I | R16 | May/June - 2019

Answer PaperPaper Code: 135CEMaximum Marks: 75Time: 3 hours

Note: This question paper contains two parts A and B. Part A is compulsory (25 Marks). Part B consists of 5 Units (50 Marks). Answer any one full question from each unit.

Part A

1

Answer all questions in Part A.

25 marks
a

Define Arithmetical Increase method.

2 marks

Answer

The Arithmetical Increase Method is a population forecasting technique used when the rate of population growth is assumed to be constant over time. It assumes that the population increases by a fixed amount in each decade, regardless of the current population size.

Pn = Po + n × I

Where Pn is the future population, Po is the last known population, n is the number of decades, and I is the average increase per decade.

b

What are the recommended values in LPCD of water supply for domestic needs?

3 marks

Answer

According to the Indian Standard Code (IS 1172:1993), the recommended water supply for domestic needs in a residential building is typically 135 LPCD (Liters Per Capita Per Day). This includes:

  • Bathing: 55 LPCD
  • Washing of clothes: 20 LPCD
  • Flushing of WCs: 30 LPCD
  • Washing of house: 10 LPCD
  • Washing of utensils: 10 LPCD
  • Cooking: 5 LPCD
  • Drinking: 5 LPCD
c

What are the factors that influence sedimentation process?

2 marks

Answer

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d

Define coagulation. Mention different chemical coagulants used in water treatment.

3 marks

Answer

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e

Mention Hazen-Williams formula.

2 marks

Answer

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f

Give examples for various types of pipes used in water supply projects.

3 marks

Answer

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g

What are the advantages of Inverted Siphon?

2 marks

Answer

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h

What is sewage pumping station? Mention the design consideration of sitting and orientation of each pumping station.

3 marks

Answer

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i

Give the formula of head loss through clean flat bar screens.

2 marks

Answer

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j

Difference between Screening and Grit removal.

3 marks

Answer

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Part B

210 marks
a

What are the chemical tests to be conducted to the water? Explain briefly.

5 marks

Answer

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b

Mention the factor to consider during design of intake structures.

5 marks

Answer

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OR
310 marks
a

What is meant by fluctuations in rate of demand in Water Quantity estimation and how it is calculated.

5 marks

Answer

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b

Explain Infiltration Gallery with Operation and maintenance aspects.

5 marks

Answer

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410 marks
a

Give the formula of stokes law and where it is used.

3 marks

Answer

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b

Write about disinfection kinetics and explain about break point reaction.

7 marks

Answer

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OR
510 marks
a

What is Multimedia filters?

3 marks

Answer

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b

Design a rectangular sedimentation tank to treat 2.4 million liters raw water per day. The detention period may be assumed to be 3 hours.

7 marks

Answer

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610 marks
a

Explain about grid iron system with neat sketch.

6 marks

Answer

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b

Write about Dry Weather flow and which are the factors indicate the occurrence of Dry Weather flow.

4 marks

Answer

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OR
710 marks
a

List and explain the factors to be considered in selecting pipe materials for water supply.

6 marks

Answer

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b

Write short note on the estimation of storm water runoff.

4 marks

Answer

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810 marks
a

How pumping of sewage is different than pumping of fresh water?

5 marks

Answer

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b

Write a short note on specific speed of the centrifugal pumps.

5 marks

Answer

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OR
910 marks
a

What are the advantages of Flushing tank and Inverted siphons?

4 marks

Answer

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b

Write about the characteristics of sewage.

6 marks

Answer

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10

Design a grit chamber of population 50,000 with water consumption of 135 LPCD.

10 marks

Answer

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OR
1110 marks
a

Write a short note on skimming tank.

4 marks

Answer

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b

Explain in detail the process flow of trickling filters.

6 marks

Answer

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About this paper

This page contains the question paper of ENVIRONMENTAL ENGINEERING from JAWAHARLAL NEHRU TECHNOLOGICAL UNIVERSITY HYDERABAD for B.Tech MNE-MIE III I, May/June - 2019, R16.

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