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Irrigation Engineering

Irrigation Engineering
The water utilizable by plants is available in soils mainly in the form of

chemical water
hydroscopic water
capillary water
gravity water

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Irrigation Engineering
The best unit duration of storm for a unit hydrograph is

equal to basin lag
one-half of basin lag
1 hour
one-fourth of basin lag

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Irrigation Engineering
The most suitable section of a lined canal, is

Triangular section with circular bottom for small canals
Trapezoidal section with rounded corners for large canals
Both (a) and (b)
None of these

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Irrigation Engineering
The field capacity of a soil is 25%, its permanent wilting point is 15% and specific dry unity weight is 1.5. If the depth of root zone of a crop, is 80 cm, the storage capacity of the soil, is

8 cm
12 cm
10 cm
14 cm

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

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

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Irrigation Engineering
When a canal and a drainage approach each other at the same level, the structure so provided, is

A level crossing
An aqueduct
Inlet and outlet
A syphon

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