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. Sanitary sewage means:

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

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3. Which test is a must for a house sewer?

4 / 30

4. The types of joint not used to resist shock, vibration, etc. is

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5. Baffle wall in septic tank is:

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6. Merit of water carriage sewage system:

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7. Clean out is provided in the underground......sewer in place of manhole.

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8. The object of cowl is to:

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9. Sluice valves in main water supplies are

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10. Detention time for the detritus tank is:

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11. The standard BOD at 20°C is taken for the consumption in:

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

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13. The types of sewer suitable for a separate system where discharge is uniform are:

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14. The valve provided on the suction pipe in a tube-well is

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

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16. If 10 ml of raw sewage is diluted to 250 ml, the dilution factor is:

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17. Thrash rack/roughing filter is provided at the entrance of

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18. By boiling water, hardness can be removed if it is due to:

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19. Turbidity for domestic water is undesirable because it

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20. Drop manholes are provided on sewers in:

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

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22. Inspection arm is provided in:

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23. Per capita water demand is calculated in liters

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24. The ratio of maximum hourly consumption and average hourly consumption of the maximum day is

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

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

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

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

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

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30. For an insignificant effect on the water table, the tube wells are spaced as one in every

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