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. The bacteria which require free oxygen for their survival are called:

2 / 30

2. A circular section for a sewer is preferred only up to a diameter of:

3 / 30

3. Normally the shape of the demand line is

4 / 30

4. The types of formwork provided for ferrocement tank in rural water supply schemes are

5 / 30

5. The pipe used to carry discharge from sanitary fittings like bathrooms, kitchens, etc., is:

6 / 30

6. Turbidity is measured on..........

7 / 30

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

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8. The specific retention is least in the soil type

9 / 30

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

10 / 30

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

11 / 30

11. Baffle wall in septic tank is:

12 / 30

12. Time of concentration depends upon:

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

14 / 30

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

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15. Following material is used during drilling to prevent caving

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16. A circular gravity aqueduct is preferred because of

17 / 30

17. As compared to shallow tube wells, deep wells have

18 / 30

18. The service pipes must be designed to carry

19 / 30

19. The factor for the selection of the pumping station site is

20 / 30

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

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21. Service connections to consumer houses are generally provided with

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22. Computation of discharges is difficult for:

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23. If Q is discharge in cubic meters per second and D is the economical diameter of the pipe, then according to Lea

24 / 30

24. The hourly variation factor is generally taken

25 / 30

25. Advantage of pressure conduits is

26 / 30

26. Sewerage system is designed for:

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

28 / 30

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

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29. Highly colored waters are

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30. The term "septic" refers to.....?

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