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Irrigation Engineering

Irrigation Engineering
In a canal syphon, the flow is

With critical velocity
Pipe flow
Under atmospheric pressure
Under negative pressure

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Irrigation Engineering
A unit hydro graph has one unit of

discharge
time base of direct runoff
rainfall duration
rainfall excess

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Irrigation Engineering
The ratio of the rate of change of discharge of an outlet to the rate of change in level of water surface in a distributary at its normal depth, is known as

Sensitivity
Flexibility
Efficiency
Modular limit

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Irrigation Engineering
Hydrodynamic pressure due to earthquake acts at a height of

4H/3π above the base
3H/4π below the water surface
3H/4π above the base
4H/3π below the water surface, where H is the depth of water

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Irrigation Engineering
In a barrage, the crest level is kept

High with no gates
Low with large gates
Low with no gates
High with large gates

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Irrigation Engineering
The drainage water intercepting the canal can be disposed of by passing the canal below the drainage in

level crossing
super passage and canal syphon
aqueduct and syphon aqueduct
aqueduct and super passage

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