Water Supply & Sanitation Engineering Online Test - Paper 2
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Water Supply & Sanitation Engineering Online Test – Paper 2

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Created by 83a36dcfd5c4caff12bc80f0020c9c749e12cbbbdb7c406dc1dd39996cb85836?s=32&d=monsterid&r=g gkaimVikash chaudhary

This is a FREE online test. Beware of scammers who ask for money to attend this test.

Get fresh, new questions in each attempt.

  • Total Questions: 30
  • Time Allotted: 30 minutes
  • Passing Score: 50%
  • Randomization: Yes
  • Certificate: No
  • Do not refresh the page!
  • 👍 All the best!

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1. In distribution pipes, drain valves are provided at

2 / 30

2. Sewerage system is designed for:

3 / 30

3. A sewer that collects sewage from toilets is called:

4 / 30

4. The object of cowl is to:

5 / 30

5. The ratio of maximum to average sewage flow for mains up to 1 m in diameter is usually:

6 / 30

6. Factors considered in the selection of the site for the intake point are that it should be

7 / 30

7. The type of joint used in HDP pipe is

8 / 30

8. During the water test of sewer, 2 lit/cm of dia/km of sewer line may be allowed for a period of:

9 / 30

9. Corrosion of well pipes can be reduced by:

10 / 30

10. Coefficient of permeability is maximum for

11 / 30

11. Which one is correct?

12 / 30

12. Air inlet valve is provided in water mains at

13 / 30

13. Baffle wall in septic tank is:

14 / 30

14. An advantage of the intermittent system of the water supply system:

15 / 30

15. Turbidity depends on the presence of the following in water

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16. The aquifer having the least water-bearing capacity is

17 / 30

17. In order to consider temperature changes, metal pipes are usually provided with

18 / 30

18. Sewer which gets discharge from two or more main sewers is called:

19 / 30

19. Turbidity is undesirable because it

20 / 30

20. The last trap provided in a house drainage system is:

21 / 30

21. A sewer, which gets its flow from a number of transverse sewers, is known as:

22 / 30

22. Depth of shallow tube well shall not be more than (considering economic point):

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23. For a 150mm diameter sewer, the gradient required to generate self-cleaning velocity is:

24 / 30

24. A wrong nominal internal diameter in mm for a cast iron (spun) pipe is

25 / 30

25. Iron and manganese are estimated by

26 / 30

26. The layout of the distribution system that is suitable for haphazardly growing cities is:

27 / 30

27. Self-purification of natural streams is caused due to

28 / 30

28. The main function of a manhole is:

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29. The approximate diameter of a water mains for supplying 7.15 mld with 1.21 m/sec velocity flow will be

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30. Harmful bacteria are called:

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