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. The water carriage sewage system:

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2. A goose neck is:

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3. Iron and manganese are estimated by

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4. The working conditions in imhoff tanks are:

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5. From the septic tank, the effluents are discharged into:

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6. The hourly variation factor is generally taken

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7. Non-scouring velocity in concrete sewer is caused by:

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8. The layout of the distribution system that is suitable for haphazardly growing cities is:

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9. Dyspepsia (Indigestion) is caused due to

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10. A sewer that collects sewage from toilets is called:

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11. Most common sources of water in hill and terai in our country are...respectively.

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12. Water to the consumers may be supplied from

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13. Treatment of sewage of small estates and colonies is done by:

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14. When the fall in elevation is greater than 60cm, the manhole provided is called:

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15. The aquifer having the least water-bearing capacity is

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16. A communicable disease is

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17. Turbidity of water sample depends on

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18. To determine the velocity of flow of underground water, the most commonly used non-empirical formula is

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19. If p is the population of a place in thousands then the fire demand of water in liters per minute, according to Kuichling formula, is given by

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

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

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

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

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24. Computation of discharges is difficult for:

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25. The water supply demand in a day school without a boarder should be

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26. Absolutely soft waters are required for

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27. As the diameter of the sewer increases, the self-cleaning velocity:

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

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29. Pump efficiency is 85%, motor efficiency is 94% then the combined efficiency of the two is

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

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