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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
  • Certificate: Yes
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1. On rolling land, the method of applying water is

2 / 50

2. The retaining wall in continuation of abutment both upstream and downstream is called

3 / 50

3. Which of the following is a leguminous crop?

4 / 50

4. For a proportional outlet, the flexibility is

5 / 50

5. *The dead storage in a reservoir is provided to

6 / 50

6. *A device provided near weirs or dams to facilitate the migration of fish upstream or downstream around the weirs is called

7 / 50

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

8 / 50

8. *Marginal bund/leeve is an earthen dam constructed roughly

9 / 50

9. *Due to topography, if the space is not available, the most suitable spillway is

10 / 50

10. In a chute spillway, the flow is generally:

11 / 50

11. Crop water is proportional to

12 / 50

12. *Weed growth in a canal leads to

13 / 50

13. Waterlogging may result from

14 / 50

14. In irrigation canals, drops are needed if

15 / 50

15. *Which of the following is not a cross drainage work?

16 / 50

16. *Surface float method is used to measure

17 / 50

17. The discharge coefficient of an ogee spillway:

18 / 50

18. Hydrodynamic pressure due to an earthquake acts at a height of

19 / 50

19. The water utilized by plants is available in soils mainly in the form of

20 / 50

20. The numerical value of the base period is

21 / 50

21. The fall, with the crest usually at or near the bed level, without a glacis, is called

22 / 50

22. A counter berm is

23 / 50

23. The formula V=0.55 mD0.64 is given by

24 / 50

24. The width of a "Dowels" is generally kept between 32 to 60 cm, and the height above the road level should be more than

25 / 50

25. *A groyne

26 / 50

26. The name of the structure that destroys the energy is called

27 / 50

27. *Weir method is used to measure

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28. *In a stone masonry-lined canal, the permissible velocity of water is

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29. *Economic height of a dam is

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

31 / 50

31. Tortuosity of a meandering river is the ratio of

32 / 50

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

33 / 50

33. SHAFT spillway is the same as

34 / 50

34. An artesian aquifer is one where

35 / 50

35. *A deep well

36 / 50

36. Necessity of cross-drainage works arises when

37 / 50

37. *The river training work is concentrated with

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

39 / 50

39. The uplift pressure acting on a dam is controlled by

40 / 50

40. In an ion exchange process when ions are transported from water to solid, ion-exchange media is fixed or fluidized bed, the process is termed as

41 / 50

41. If there are two canals taking off from each bank of a river, then there will be

42 / 50

42. In a gravity dam, the main overturning force is

43 / 50

43. *The maximum amount of water required in the case of paddy is at the time of

44 / 50

44. *The operation, which washes out salts from the upper zone of the soil, is called

45 / 50

45. The maximum quantity of water that can be supplied from the reservoir with full guarantee during the worst dry period is known as

46 / 50

46. A minimum of 90 cm freeboard is provided if the discharge in the canal is

47 / 50

47. Tail race

48 / 50

48. *For no tension to develop at the base of a gravity dam, the maximum permissible eccentricity is

49 / 50

49. Bed bars provided in a canal are made of

50 / 50

50. Pitot tube is used to measure

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