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

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2. The proportion of silt, water, and the size of silt particles carried depend upon

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

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4. *After entering the canal, sediments are removed by the

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5. *The hydraulic jump is known as

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

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

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8. *Total losses in the canal are

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9. *Mean velocity of the canal should never be

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

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11. *Groynes are generally provided

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12. The aqueduct or super passage type of cross drainage headworks are used when

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13. *Fall is provided in the canal of

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14. In an earthen dam, seepage through the embankment is controlled by

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15. The proportion of silt per unit volume by weight in water is called

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16. *A river training work is generally required when the river is

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17. Tortuosity of a meandering river is the ratio of

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18. The types of reservoirs in which water control devices are not provided are known as:

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

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20. For standing crops in undulating sandy fields, the best method of irrigation is

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21. The velocity at which eddies in the flow die out is called

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22. The kor depth for rice is 19 cm, and the kor period is 14 days. The outlet factor for this will be

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23. Horizontal acceleration due to an earthquake results in

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24. Roughness of the bed and sides of a channel can be reduced by

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25. 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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26. The bed of a canal is lowered in the case of

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27. As compared to the crest of the normal portion of the weir, the crest of the undersluice portion of the weir is kept at

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

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29. *A protective and training bank, constructed at the site of a bridge or weir to guide the river through the waterway provided in the structure, is called

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30. 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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