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Irrigation Engineering

Irrigation Engineering
If V₀ is the critical velocity of a channel, its silt transporting power, according to Kennedy, is proportional to

V₀7/2
V₀5/2
V₀3/2
V₀1/2

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Irrigation Engineering
A raingauge should preferably be fixed

under the tree
in a closed space
near the building
in an open space

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Irrigation Engineering
The flow of water after spilling over the weir crest in chute spillway and side channel spillway respectively are

Parallel to weir crest in both
Parallel and at right angle to weir crest
At right angle to weir crest in both
At right angle and parallel to weir crest

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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
flexibility
proportionality
sensitivity

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Irrigation Engineering
The depth of the crest of a scouring sluice below the crest of a head regulator, is generally kept

1.20 m
3.20 m
2.20 m
0.20 m

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Irrigation Engineering
The ratio of average values of shear stresses produced on the bed and the banks of a channel due to flowing water is

equal to zero
greater than 1
equal to 1
less than 1

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