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

2 / 50

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

3 / 50

3. The other name for an unconfined aquifer is

4 / 50

4. The amount of evaporation loss is

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5. *The river training work is concentrated with

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6. *Main purpose of mean water training for rivers is

7 / 50

7. The operation during the infiltration of water below the ground surface is

8 / 50

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

9 / 50

9. Optimum depth of kor watering for a rice crop is

10 / 50

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

11 / 50

11. *River training for depth is achieved by

12 / 50

12. For a proportional outlet, the flexibility is

13 / 50

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

14 / 50

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

15 / 50

15. The upstream face of an earthen dam is

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16. A repelling groyne is aligned

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17. Tortuosity of a meandering river is the ratio of

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18. *The phenomenon of salts coming up in solution and forming a layer of crust on the surface after the evaporation of water is known as

19 / 50

19. The ratio of the rate of change of the discharge of an outlet to the rate of change of the discharge of the distributing channel is called

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20. 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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21. 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

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22. A most economical section is one for which a given cross-sectional area, slope of bed, and coefficient of resistance has

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23. *Meandering of the river increases the length of the river while cut-off

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24. 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

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25. The weir is generally aligned at a right angle to the direction of the main river flow because

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26. *Irrigation distributor canals are generally aligned along

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27. The most commonly adopted method of irrigation for cereal crops is

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28. 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

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29. In a gravity weir, the uplift pressure is resisted by

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30. The fertility of the soil is adversely affected when the pH value is more than

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31. The most suitable section of a lined canal is

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32. *If the irrigation canal and drain are at the same level, the cross drainage work is achieved by providing

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33. The capacity of a reservoir is 50 million cubic meters, and dead storage is 12 million cubic meters. If the average volume of sediment deposition is 0.1 million cubic meters per year, then the usefulness of the reservoir will start reducing after

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

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35. In a gravity canal, F.S.L is always

36 / 50

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

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37. *Borrow pits are preferably located in the field

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

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39. The forces considered for the analysis of an elementary profile of a gravity dam under an empty reservoir condition are

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

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41. A river bend in alluvial soil is characterized by

42 / 50

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

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43. Necessity of cross-drainage works arises when

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

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45. Vertical acceleration due to an earthquake results in

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

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47. *Total losses in the canal are

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48. Area velocity method is used to measure.

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49. A canal normally used for the diversion of floodwaters of a river is

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

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