Irrigation Engineering Online Test - Paper 3 »Exclusive Quiz
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Irrigation 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
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1. In an earthen dam, seepage through the foundation is controlled by providing

2 / 50

2. *In a concrete-lined canal, the permissible velocity of water is

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3. *Surface float method is used to measure

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4. *When a canal is carried over a natural drainage, the structure provided is known as

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5. The relation between duty (D) in hectares/cumec depth of water in meters and base period (B) in days is given by

6 / 50

6. In a reservoir, which type of storage is normally used?

7 / 50

7. Boulder lining is useful where

8 / 50

8. According to Khosla's theory, the exit gradient

9 / 50

9. In rice, the depth of the root zone is generally,

10 / 50

10. Pitot tube is used to measure

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11. The disadvantage of water logging of fields is

12 / 50

12. As per Lacey's theory, the silt factor is

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13. *After entering the canal, sediments are removed by the

14 / 50

14. The fall using a parabolic glacis for energy dissipation is

15 / 50

15. Which of the following is not a Rabi crop?

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16. The floor of an aqueduct is subjected to uplift pressure due to

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17. Roughness of the bed and sides of a channel can be reduced by

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18. *The maximum discharge through a circular channel takes place when the depth of flow is equal to

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19. Waterlogging may result from

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20. *Groynes are provided

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21. *When the canal runs below the drain, the cross drainage work provided is called

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22. The types of irrigation applicable if there is a scarcity of water with high pressure

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23. *The discharge in an open channel is inversely proportional to

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24. The necessity of irrigation is required due to

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25. Cross walls provided across the stream, built under the floor of a hydraulic structure at the upstream and downstream ends of the pavement to avoid scour and protect floors, abutments etc., and which is carried up to another, is called

26 / 50

26. The thickness of concrete lining, for discharge up to 200 cumecs, varies from

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27. For the upstream face of an earthen dam, the most adverse condition for the stability of slope is

28 / 50

28. The water face of the guide banks is protected by

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29. Silt is a

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30. According to Kennedy's theory, the silt supporting eddies are generated due to

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31. Canals taking off from a river with or without a head regulator are called

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32. *Surface float method is used for the velocity measurement while the current meter is used for the measurement of

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33. *When the water table is within the root zone depth and is detrimental to plant life, the land is said to be

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34. *Fall is provided in the canal of

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35. The canal head regulator is provided at the head of the offtaking canal to

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36. The methods used for drilling a tube well in compacted rock materials is

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37. The types of reservoirs in which water control devices are not provided are known as:

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38. An excavation in the base of a dam or other structures filled with relatively impervious material to reduce percolation is called

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39. *A silt regulator located at the head of a channel is called

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40. The uplift pressure on the face of a drainage gallery in a dam is equal to

41 / 50

41. A canal used to drain off water from waterlogged areas is

42 / 50

42. The flow-mass curve is a graphical representation of

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43. In a gravity dam, the total force due to wave pressure acts at a height of (Where hw is the height of wave)

44 / 50

44. The discharge coefficient of an ogee spillway is:

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45. *Rugosity coefficient for a silt clay

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46. When the discharge of a well decreases by the design amount, then this type of well is called

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47. A fall in a canal bed is generally provided if

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48. The angle between the head regulator and the water, for smooth entry of water into a canal, is generally kept at

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49. For any crop, the base period is measured in

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50. The overflow portion of dam, over which surplus discharge flows from the reservoir to the downstream is known as:

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