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. An egg-shaped section of sewer:

2 / 30

2. For separate and partially separate systems, the pattern of collection suitable is:

3 / 30

3. Service connections to consumer houses are generally provided with

4 / 30

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

5 / 30

5. The service pipes must be designed to carry

6 / 30

6. The slope of the hydraulic grade line is always towards the well due to pumping. This line of depressed water table is called

7 / 30

7. The head developed in a centrifugal pump, at zero discharge is known as

8 / 30

8. Absolutely soft waters are required for

9 / 30

9. Asbestos pipes are

10 / 30

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

11 / 30

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

12 / 30

12. The object of cowl is to:

13 / 30

13. Most suitable section of sewer in a separate sewage system is:

14 / 30

14. Strainer type tube wells are considered unsuitable for

15 / 30

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

16 / 30

16. Slow sand filter is efficient to remove bacteria from the raw water to an extent of:

17 / 30

17. The open channels supported above the ground over trestles are called

18 / 30

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

19 / 30

19. Dengue is termed as which type of disease?

20 / 30

20. Normally the shape of the demand line is

21 / 30

21. Manhole is said to be deep if its depth is more than:

22 / 30

22. A heavy metal having non-toxic property

23 / 30

23. Grade aqueducts are not allowed to run

24 / 30

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

25 / 30

25. The type of joint used in HDP pipe is

26 / 30

26. Steel pipes are

27 / 30

27. The working conditions in imhoff tanks are:

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28. The pattern of sanitation most suitable for a sloppy area is:

29 / 30

29. In water analysis, the test carried out is

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30. In the above problem 151, using Manning's formula with n = 0.014 then the hydraulic gradient will be

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