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Irrigation Engineering

Irrigation Engineering
Which of the following spillways is least suitable for an earthen dam ?

side channel spillway
ogee spillway
shaft spillway
chute spillway

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Irrigation Engineering
Horizontal acceleration due to earthquake results in

inertia force into the body of the dam
hydrodynamic pressure
None of these
both (A) and (B)

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Irrigation Engineering
Cross regulators in main canals are provided

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

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Irrigation Engineering
The ratio of the quantity of water stored in the root zone of the crops to the quantity of water actually delivered in the field is known as

water use efficiency
water application efficiency
None of these
water conveyance efficiency

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Irrigation Engineering
The optimum depth of kor watering for a rice crop, is

17.5 cm
13.5 cm
19.0 cm
23.0 cm

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Irrigation Engineering
Finally formed berms in canals are provided for

Strengthening of banks
All of these
Control of seepage losses
Protection of banks erosion by the waves

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