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Irrigation Engineering

Irrigation Engineering
For wave action in dams, the maximum height of freeboard is generally taken to be equal to (where hw is height of wave.)

1.25 hw
1.50 hw
0.5 hw
0.75 hw

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Irrigation Engineering
For smooth entry of water in a canal, the angle between head regulator and water is generally kept

110°
80°
120°
90°

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

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

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Irrigation Engineering
In gravity canals, F.S.L. is

Only a few cm above the ground level
Always below the ground level
Always at the ground level
Generally 4 to 5 metres above the ground level

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Irrigation Engineering
The state of the soil when plants fail to extract sufficient water for their requirements, is

Permanent wilting point
Maximum saturated point
None of these
Ultimate utilization point

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Irrigation Engineering
The ratio of rate of change of the discharge of an outlet to the rate of change of the discharge of distributing channel is called

setting
sensitivity
proportionality
flexibility

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