Irrigation Engineering Online Test - Paper 3 »Exclusive Quiz

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 a barrage, the crest level is kept

2 / 50

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

3 / 50

3. A canal, designed to irrigate throughout the year, is

4 / 50

4. For an earthen dam, least suited spillway is:

5 / 50

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

6 / 50

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

7 / 50

7. Boulder lining is useful where

8 / 50

8. If the RLs of canal bed level and high flood level of drainage are 210.0 m and 212.0 m respectively, then the cross drainage work will be

9 / 50

9. In an earthen dam, seepage through the embankment is controlled by

10 / 50

10. *The consumptive use of water for a crop

11 / 50

11. If the value of sodium-absorption ratio lies between 10 to 18, it is called

12 / 50

12. *In a syphon aqueduct, the maximum uplift pressure on the floor occurs when

13 / 50

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

14 / 50

14. The mean velocity, for a channel of given depth, which will just keep the channel free from silting or scouring its bed throughout the year, is called

15 / 50

15. Percolation loss is less in the case of

16 / 50

16. The most suitable location of a canal headwork is

17 / 50

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

18 / 50

18. The minimum size of the stone that will remain at rest in a channel of longitudinal slope, S, and hydraulic mean depth, R, is given by

19 / 50

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

20 / 50

20. *A facing of dry stone pitching or other material laid on a sloping face of earth to maintain the slope in position or to protect it from erosion is called

21 / 50

21. Guide banks for training a river at the site of a bridge or weir are called

22 / 50

22. According to Lacey's theory, the depth of scour in the case of a right-angle bend is

23 / 50

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

24 / 50

24. The portion of the reservoir normally not utilized is:

25 / 50

25. The irrigation with sewage from a town, instead of natural water, is called

26 / 50

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

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

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28. Siltation of a reservoir can be reduced by

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29. *The most efficient section of a channel is

30 / 50

30. The consumptive use of water for a crop

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31. For standing crops in undulating sandy fields, the best method of irrigation is

32 / 50

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

33 / 50

33. *A groyne

34 / 50

34. *The discharge through a channel is maximum when

35 / 50

35. The type of irrigation during a low quantity of water

36 / 50

36. If the electrical conductivity of water is between 750 to 2250 micro mhos/cm at 25°C, then it is classified as

37 / 50

37. The average delta of a rice crop is nearly

38 / 50

38. The ratio of the quantity of water stored in the root zone of the crops to the quantity of water actually delivered in the field is known as

39 / 50

39. *The maximum failure of earthen dams occurs due to

40 / 50

40. A divide wall is provided

41 / 50

41. An artesian aquifer is one where

42 / 50

42. The method for training of rivers is

43 / 50

43. *The measure to remove waterlogging of land is

44 / 50

44. An aggrading river is

45 / 50

45. A straight glacis type fall with a baffle platform and a baffle wall is called

46 / 50

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

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47. Optimum depth of kor watering for wheat in the plains or terai is

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48. *Fall is provided in the canal of

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49. A canal which is aligned at right angles to the contour is called

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50. *Depth of canal cross-section such that the quantity of excavation is equal to the earthwork required for banks is known as

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