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Irrigation Engineering

Irrigation Engineering
Canals constructed for draining off water from water logged areas, are known

Inundation canals
Drains
Valley canals
Contour canals

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Irrigation Engineering
The amount of irrigation water required to meet the evapotranspiration needs of the crop during its full growth is called

consumptive irrigation requirement
effective rainfall
net irrigation requirement
consumptive use

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Irrigation Engineering
When a canal flowing under pressure is carried below a natural drainage such that its F.S.L. does not touch the underside of the supporting structure, the structure so provided, is called

Aqueduct
Syphon
Syphon-aqueduct
Super passage

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Irrigation Engineering
If D is the depth of scour below original bed, then the width of launching apron is generally taken as

2.5 D
2.0 D
1.5 D
1.2 D

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Irrigation Engineering
A 6 hours storm had 4 cm of rainfall and the resulting runoff was 2 cm. If<="" div="">

4.5 cm
7.5 cm
9.0 cm
6.0 cm

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Irrigation Engineering
In a concrete canal the approximate permissible velocity of water should not exceed

0.5 m/sec
1 m/sec
1.5 m/sec
2 m/sec

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