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Irrigation Engineering

Irrigation Engineering
The ratio of the rate of change of discharge of an outlet and parent channel, is known as

Flexibility
Modular limit
Efficiency
Sensitivity

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Irrigation Engineering
The structure constructed to allow drainage water to flow under pressure through an inverted syphon below a canal, is called

Syphon
Super-aqueduct
Syphon aqueduct
Super passage

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Irrigation Engineering
The maximum average depth due to one day storm over an area of 100 km2 is 100 mm. Depth-Area-Duration (DAD) curves indicate that for the same area of 100 km2 the maximum average depth for a 3 hour storm will be

more than 100 mm
less than 100 mm
None of these
100 mm

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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 syphon
An aqueduct
Inlet and outlet
A level crossing

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Irrigation Engineering
River training for depth is achieved by

both (A) and (B)
groynes and bandalling
construction of dykes or leavees
groynes

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

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

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