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

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Get fresh, new questions in each attempt.

  • Total Questions: 30
  • Time Allotted: 30 minutes
  • Passing Score: 50%
  • Randomization: Yes
  • Certificate: No
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1. Sewer preferred for a combined system of sewage is:

2 / 30

2. Kidney damage may be caused due to excess concentration of

3 / 30

3. The interference of the well depends upon

4 / 30

4. In water analysis, the test carried out is

5 / 30

5. Which device warns that the liquid is above the pump level?

6 / 30

6. In distribution pipes, drain valves are provided at

7 / 30

7. The suitable system of sanitation for an area having rainfall for only one season is:

8 / 30

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

9 / 30

9. The curve showing the level of water in a well and the original water table is known as

10 / 30

10. Turbidity is measured on..........

11 / 30

11. The minimum diameter of a sewer pipe should be:

12 / 30

12. The design discharge for the separate sewer system is taken equal to:

13 / 30

13. Iron and manganese are estimated by

14 / 30

14. The most commonly used coagulant is:

15 / 30

15. Iron in water causes

16 / 30

16. Which one is a waterborne disease?

17 / 30

17. The specific gravity of sewage is:

18 / 30

18. The detention time in a septic tank is usually:

19 / 30

19. The per capita consumption of a locality will be more when

20 / 30

20. Harmful bacteria are called:

21 / 30

21. When the limiting non-scouring velocity is 5 m/sec, the type of sewer generally used is:

22 / 30

22. The location of a well is considered good if it is sunk into

23 / 30

23. Most common sources of water in hill and terai in our country are...respectively.

24 / 30

24. Incrustation of well pipes can be reduced by:

25 / 30

25. If the diameter of a sewer is 150 mm, the gradient required for generating a self-cleaning velocity is:

26 / 30

26. Turbidity is measured by the

27 / 30

27. The commonly used material for water supply pipes having the property of not easily corroded, strong, long life but heavy and brittle is

28 / 30

28. In a circular sewer if depth of flow is 0.2 times the full depth, the nominal gradient:

29 / 30

29. A goose neck is:

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30. Anti-siphonage pipe is connected to:

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