Water Supply & Sanitation Engineering Online Test - Paper 3
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Water Supply & Sanitation Engineering Online Test – Paper 3

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Created by 83a36dcfd5c4caff12bc80f0020c9c749e12cbbbdb7c406dc1dd39996cb85836?s=32&d=monsterid&r=g gkaimVikash chaudhary

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  • Total Questions: 50
  • Time Allotted: 50 minutes
  • Passing Score: 70%
  • Randomization: Yes
  • Certificate: Yes
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1. Self-purification of natural streams is caused due to

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2. A complete water supply system includes:

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3. The inlet and outlet pipes of the septic tank are bent:

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4. An advantage of the intermittent system of the water supply system:

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

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6. Groundwater from artesian wells

7 / 50

7. The maximum pressure which the pipe can withstand without any leakage during the hydrostatic pressure test is called

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8. The water supply pipeline should be tested at a specified pressure for

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9. The radius of influence of the well varies with

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10. Where it is not possible to obtain self-cleansing velocities for sewers, flush are provided with the minimum available head of:

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11. In the two-pipe system of plumbing, the number of vertical pipes is:

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12. Asbestos pipes are joined by means of

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13. If D is the diameter of the upper circular portion, the overall depth of a standard egg-shaped section, is:

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

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16. Computation of discharges is difficult for:

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17. The commonly used material for water supply pipes having the property of not easily corroded, strong, long life but heavy and brittle is

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

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19. Lead in water causes

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

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21. The depression of the water table in a well due to pumping will be maximum

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22. Minimum required residual head at the public tap stand is not less than

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

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24. Gravity conduits are generally in the form of

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25. For areas of distributed rainfall throughout the year with less intensity, the suitable system of sanitation is:

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26. Steel pipes are

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27. A 1 m cast iron pipe carries a discharge of 0.785 cum/sec, the velocity of flow will be

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28. The valve provided at low points of the pipe to drain off water quickly under gravity is

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29. Which traps have curved legs?

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30. 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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31. Find the BOD with the following data: initial oxygen = 9 PPM, final oxygen = 4 PPM sewage sample 200 ml and diluted sewage = 4 ppm.

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

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33. Poppet valve is a type of

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34. A perched aquifer generally occurs

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

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36. GI pipe coming from both sides is joined with a fitting called:

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37. The maximum amount of copper in domestic water should be

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38. The design discharge for the combined system shall be taken equal to:

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39. Inverted siphon is called:

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40. Turbidity is undesirable because it

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

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42. Sluice valves in main water supplies are

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43. Iron and manganese are estimated by

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44. Choose the odd statement:

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45. True colour of water is due to

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46. With the increase in the size of the water pipe, the permissible velocity (If discharge is constant)

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

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48. Decrease in per capita consumption occurs by

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49. Turbidity is measured on..........

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50. PVC pipes can withstand pressure up to

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