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
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1. Purest water may have

2 / 30

2. Inverted siphon is called:

3 / 30

3. Turbidity of water is measured in

4 / 30

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

5 / 30

5. Gravity conduits are generally in the form of

6 / 30

6. The characteristics of fresh and septic sewage are:

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7. Advantage of pressure conduits is

8 / 30

8. A sewer, which receives the discharge of a number of house sewers, is called:

9 / 30

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

10 / 30

10. Two sewer sections laid at the same grade will be hydraulically equivalent if:

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11. Turbidity is measured by the

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12. When more than two sewers join in a manhole:

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

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

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15. Stoneware pipes are generally not used for sewer mains because they are:

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16. Dengue is termed as which type of disease?

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

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18. Septic tanks are best suited for:

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19. Drop manholes are provided on sewers in:

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

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21. The maximum diameter of a sewer pipe should preferably be:

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22. Water to the consumers may be supplied from

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23. The working chamber of a manhole, along the direction of flow should have a minimum length for depth more than 0.8m:

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24. Sterilization is the process of

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

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26. Grit chamber has a detention period of:

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27. Infiltration gallery is a

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28. Water of zero hardness is obtained by

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29. Most commonly used section in the grade aqueduct is

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30. Groundwater is generally free from

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