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%
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1. The silting in a channel occurs due to

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2. *In irrigation canals, the reasons for water losses are

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3. The shape of the lined canal recommended by ISI is

4 / 50

4. The fall is designed and constructed to satisfy the condition that

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5. Longitudinal shallow retaining walls built near ground level for supporting the pitching on the face of earthen embankment is called

6 / 50

6. *Which is the best hydraulic section of the following open channel cross-section?

7 / 50

7. Critical flow is

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

9 / 50

9. In a canal syphon, flow is

10 / 50

10. The most suitable material for the central impervious core of a zoned embankment type dam is

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11. For syphon aqueducts, the highest flood level of the drain is

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

13 / 50

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

14 / 50

14. Crop ratio is the ratio of area irrigated

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

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

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17. Vertical acceleration due to an earthquake results in

18 / 50

18. The volume of water stored between normal pool level and the maximum pool level is known as

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19. *The measure to remove waterlogging of land is

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20. According to Lacey's theory, the silt supporting eddies are generated from

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

22 / 50

22. *The process by which unculturable soil made culturable is known as

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23. *Drain over the irrigation canal is achieved by providing

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

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25. Pitot tube is used to measure

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26. Tortuosity of a meandering river is always

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27. 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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28. *Main purpose of mean water training for rivers is

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

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30. *Groynes are generally provided

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31. *Site of the head works is good when

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32. The factor affecting the pattern of sediment deposition in a reservoir is

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33. The most desirable alignment of an irrigation canal is along

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

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35. 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

36 / 50

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

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37. An impervious wall inside an earthen dam to reduce seepage is known as

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

39 / 50

39. Top of the weir is,

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

41 / 50

41. Siltation of a reservoir can be reduced by

42 / 50

42. According to Lacey's regime theory, a channel is said to be in its regime when it satisfies the condition

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43. *The meandering river is always

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44. *Single bank canal is the other name for

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45. Trap efficiency of a reservoir is a function of

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46. River resulting from a deficit of sediments in flowing water is

47 / 50

47. A repelling groyne is aligned

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48. If the RLs of canal bed level and HFL of drainage are 202.0 m and 200.0 m respectively, then the cross drainage work will be

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49. *The most efficient section of a channel is

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

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