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%
  • Randomization: Yes
  • Certificate: Yes
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1. *The major resisting force in a gravity dam is

2 / 50

2. Siltation of a reservoir can be reduced by

3 / 50

3. The discharge capacity of the undersluice is

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4. Silt excluders are constructed on the

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5. The most suitable section of a lined canal is

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6. A canal, constructed by the side of and generally parallel to the parent canal with a different bed slope is called

7 / 50

7. The useful storage is the volume of water stored in the reservoir between:

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

9 / 50

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

10 / 50

10. The water stored in the reservoir below the minimum pool level is called

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11. A multipurpose reservoir is

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12. As the coefficient of friction increases, the velocity of water in a canal

13 / 50

13. As the salinity of water increases, electrical conductivity

14 / 50

14. The upstream face of an earthen dam is

15 / 50

15. Darcy's formula is given by

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

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17. Waterlogging may result from

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18. *The difference in level between the top of a bank and full supply level in a canal is known as

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19. *The crops require maximum water during

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20. *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

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21. A rectangular channel is said to be wide if

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22. Boulder lining is useful where

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23. A canal used to drain off water from waterlogged areas is

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24. For economical design of a gravity dam, the shear friction factor should be

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25. A wall built along the bank of a river, parallel to the direction of flow for directing fast flow from a sluice or spillway, to prevent eroding banks of a river or canal, is called

26 / 50

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

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

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28. A groyne with a curved head is known as

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

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30. *Surface float method is used to measure

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31. *Rugosity coefficient for a silt clay

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32. The crest level of an emergency spillway is kept as

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33. The sudden and turbulent passage of water from a low level critical depth to high level above critical depth, during which the velocity passes from supercritical to subcritical, is known as

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34. The angle between the head regulator and the water, for smooth entry of water into a canal, is generally kept at

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

36 / 50

36. The numerical value of the base period is

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37. The ratio of the total volume of water delivered to a crop to the area on which it has been spread is called

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38. *The hydraulic jump is known as

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39. *The structure provided where natural drainage and canal meet at the same level is

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

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

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42. *Drop structures in the canal are provided for

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43. With respect to inlet and outlet, which one is correct?

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44. The type of fall suitable for any discharge is

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45. Whenever an embankment has to be built on unreliable soil, provision is made for

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46. The degree of sinuosity is the ratio between

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47. If the demand line drawn from a ridge in a flow-mass curve does not intersect the curve again, it shows

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48. The kharif crop is sown

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

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50. *Water-holding capacity of clay is

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