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Irrigation Engineering

Irrigation Engineering
For diversion of flood water of rivers, the type of canal constructed, is

Perennial canal
Canal
Ridge canal
Inundation canal

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Irrigation Engineering
The level of the floor of a syphon aqueduct can be obtained

By subtracting the depth of the culvert from the canal bed level
By subtracting the thickness of culvert plus the depth of the culvert from the canal bed level
Both (a) and (b)
None of these

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Irrigation Engineering
According to Kennedy, the critical velocity (V₀) in meters in a channel is the mean velocity which keeps the channel free from silting or scouring. Its value is given by (where m is critical velocity ratio and D is the depth of the channel).

V₀ = 0.55 mD0.54
V₀ = 0.84 mD0.54
V₀ = 0.84 mD0.64
V₀ = 0.55 mD0.64

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Irrigation Engineering
The measure to remove water logging of land, is

To reduce percolation from canals and water courses
Both (a) and (b)
To increase outflow from the ground water reservoir
Neither (a) nor (b)

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Irrigation Engineering
According to Bligh's creep theory, percolating water flows along

Circular path under the foundation of the dam
The outline of the base of the foundation of the dam
Straight path under the foundation of the dam
None of these

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Irrigation Engineering
Attracting groynes are built

Inclined down stream
None of these
Inclined up stream
Perpendicular to the bank

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