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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  • Total Questions: 30
  • Time Allotted: 30 minutes
  • Passing Score: 50%
  • Randomization: Yes
  • Certificate: No
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1. The water supply demand in a day school without a boarder should be

2 / 30

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

3 / 30

3. GI pipe coming from both sides is joined with a fitting called:

4 / 30

4. Ovoid sewers are best suited for:

5 / 30

5. A complete water supply system includes:

6 / 30

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

7 / 30

7. Presence of algae in water indicates that the water is

8 / 30

8. Flush air inlets are sometimes called:

9 / 30

9. The fire demand of a city is generally calculated by

10 / 30

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

11 / 30

11. The highest non-scouring velocity in a sewer may be allowed in:

12 / 30

12. With the increase in the size of the water pipe, the permissible velocity (If discharge is constant)

13 / 30

13. In Chezy's formula v=c√ms for calculating the velocity of flow in a circular sewer, the Chezy's constant c depends upon:

14 / 30

14. Disinfection of water involves.....

15 / 30

15. The water carriage sewage system:

16 / 30

16. The distribution mains in a water supply system are designed for

17 / 30

17. The color of septic sewage is:

18 / 30

18. Gravity water supply system starts from

19 / 30

19. Fluoridation is done to

20 / 30

20. "A right-angled sleeve (valve) connected in the water main through which water is tapped for domestic supply is called:

21 / 30

21. The hourly variation factor is generally taken

22 / 30

22. The valve provided after the pump in the rising mains to prevent the back flow of water when the pump is stopped is

23 / 30

23. Size of colloidal particles present in water is

24 / 30

24. Sickness of tube well indicates

25 / 30

25. In distribution pipes, drain valves are provided at

26 / 30

26. Infiltration gallery is a

27 / 30

27. Inverted siphon is called:

28 / 30

28. It is practical to design sewer for the self-cleaning velocity at:

29 / 30

29. The types of pipe which are generally laid vertically due to low strength is

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30. A good source of water requiring practically least treatment is

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