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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. Sediment deposit in a reservoir can be reduced by

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

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3. *Hydrograph is the graphical representation of

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4. The type of fall suitable for any discharge is

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5. The method for training of rivers is

6 / 30

6. Gibb's module is a type of

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7. *Attracting type spurs

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

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9. As compared to a gravity dam, earthen dams

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10. *Groynes are generally provided

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11. Find the culturable command area from the following data. GCA = 400 Ha, wheat = 200 Ha, maize = 50 Ha, paddy = 100 Ha, barren land = 50 Ha

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12. In an earthen dam, seepage through the foundation is controlled by providing

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13. According to Khosla's theory, the exit gradient in the absence of a downstream cutoff is

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

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15. *Water-holding capacity of clay is

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16. *The main function of the diversion headworks of a canal from a river is

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

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

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19. 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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20. In a gravity canal, F.S.L is always

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21. A contour canal

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22. *Total losses in the canal are

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

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24. *Weed growth in a canal leads to

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25. Trap efficiency of a reservoir is a function of

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

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

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

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29. Cross walls provided across the stream, built under the floor of a hydraulic structure at the upstream and downstream ends of the pavement to avoid scour and protect floors, abutments etc., and which is carried up to another, is called

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

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