Water Supply & Sanitation Engineering Online Test - Paper 3
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Water Supply & Sanitation Engineering Online Test – Paper 3

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

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  • Total Questions: 50
  • Time Allotted: 50 minutes
  • Passing Score: 70%
  • Randomization: Yes
  • Certificate: Yes
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1. The main pipes must be designed to carry

2 / 50

2. In the partially ventilated single-stack system of plumbing, the number of vertical pipes is:

3 / 50

3. The sewerage system originates from:

4 / 50

4. The sewer pipes:

5 / 50

5. Which metal is good for keeping drinking water?

6 / 50

6. In the single-stack system of plumbing, the number of vertical pipes is:

7 / 50

7. The common pipe used in house plumbing is:

8 / 50

8. A circular gravity aqueduct is preferred because of

9 / 50

9. If you have to design a simple water filtration unit for a community water supply system in Biratnagar, which type of filter will you choose in general?

10 / 50

10. The working conditions in imhoff tanks are:

11 / 50

11. The most suitable excreta disposal unit for human excreta is:

12 / 50

12. R.M.O. means

13 / 50

13. Turbidity is measured by the

14 / 50

14. The average discharge of a tube-well is about

15 / 50

15. Water horsepower of a pump is given by

16 / 50

16. The pressure at the inlet and outlet in a break pressure tank is

17 / 50

17. The pump does not require any power, energy, fuel, etc., for its working is

18 / 50

18. The water which is not chemically pure but does not contain anything harmful to human health is known as

19 / 50

19. The coverage of water supply in Nepal as per the census of 2011 is

20 / 50

20. Any trap is intended to trap foul gases with the provision of:

21 / 50

21. A G.I. pipe has a coating of

22 / 50

22. Grade aqueducts are not allowed to run

23 / 50

23. Copper pipes are

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24. Shrouding is the process of filling gravel, bajri, etc., in

25 / 50

25. HGL should always be...... above the GL

26 / 50

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

27 / 50

27. The underground structure in the form of a circular or rectangular tank for the purpose of admitting sewerage into it from the intercepting chamber is called:

28 / 50

28. Turbidity can be removed by

29 / 50

29. Where it is not possible to obtain self-cleansing velocities for sewers, flush are provided with the minimum available head of:

30 / 50

30. Groundwater from artesian wells

31 / 50

31. The capacity of a flushing cistern for water closets is:

32 / 50

32. Traddle pump is operated by

33 / 50

33. Grit obtained in a grit chamber is used for:

34 / 50

34. Pressure relief valve is provided in the water main

35 / 50

35. Dug wells or open wells

36 / 50

36. Turbidity is undesirable because it

37 / 50

37. Manhole is said to be medium if its depth is between:

38 / 50

38. The relation between porosity, specific yield, and specific retention is given by

39 / 50

39. To determine the velocity of flow of underground water, the most commonly used non-empirical formula is

40 / 50

40. The design discharge for the combined system shall be taken equal to:

41 / 50

41. Inspection arm is provided in:

42 / 50

42. Sluice valves in main water supplies are

43 / 50

43. If the diameter of the main pipe is taken less than the economical diameter, then

44 / 50

44. Pick up the correct statement:

45 / 50

45. The clarigesters are:

46 / 50

46. The depression of the water table in a well due to pumping will be maximum

47 / 50

47. Advantage of pressure conduits is

48 / 50

48. The characteristics of fresh and septic sewage are:

49 / 50

49. Letache is observed in:

50 / 50

50. Sterilization is the process of

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