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Irrigation Engineering

Irrigation Engineering
The depth of rice root zone, is

80 cm
90 cm
50 cm
60 cm

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Irrigation Engineering
For the upstream face of an earthen dam, the most adverse condition for stability of slope is

sloughing of slope
sudden drawdown
steady seepage
during construction

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Irrigation Engineering
According to Lacey, depth of scour in a river depends upon the straightness of the reach. If D is the depth of scour in regime flow in a right angled bend, it is

1.50 D
1.75 D
1.25 D
2.00 D

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Irrigation Engineering
According to Lacey, in regime conditions

Both (a) and (b)
Silt is kept in suspension by vertical components of eddies
Entire cross-section of the channel is generated at all points by the forces normal to the
Neither (a) nor (b)

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Irrigation Engineering
Cross regulators in main canals are provided

To overflow excessive flow water
To increase water head upstream when a main canal is running with low supplies
To regulate water supply in the distributaries
None of these

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Irrigation Engineering
In Montague type fall

No glacis is provided
A circular glacis is provided
A parabolic glacis is provided
A straight glacis is provided

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