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Irrigation Engineering Online Test – Paper 2

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

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  • Total Questions: 30
  • Time Allotted: 30 minutes
  • Passing Score: 50%
  • Randomization: Yes
  • Certificate: No
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1. A fall in a canal bed is generally provided if

2 / 30

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

3 / 30

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

4 / 30

4. The area under which inferior crops can be grown without irrigation is

5 / 30

5. SHAFT spillway is the same as

6 / 30

6. The method of irrigation, in which land surrounded by natural or artificial banks is flooded, is known as

7 / 30

7. A cross regulator is provided on the main canal at the

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8. The necessity of irrigation is required due to

9 / 30

9. *The discharge through a channel is maximum when

10 / 30

10. The bed of a canal is lowered in the case of

11 / 30

11. Vertical drop fall is satisfactory for a drop up to

12 / 30

12. A fall, which maintains its depth, is

13 / 30

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

14 / 30

14. In a gravity dam, tailwater causes

15 / 30

15. A counterbalance is

16 / 30

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

17 / 30

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

18 / 30

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

19 / 30

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

20 / 30

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

21 / 30

21. Salt present in water, harmful for cultivation purposes, is

22 / 30

22. Tail race

23 / 30

23. *The maximum velocity in a circular channel of diameter D occurs when the depth of flow is

24 / 30

24. Gibb's module is a type of

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25. *In a barrage, the crest level is kept

26 / 30

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

27 / 30

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

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28. Retrogression of the bed level of a river downstream a weir or barrage occurs due to

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29. River on alluvial plains is usually

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30. The most suitable location of a canal headwork is

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