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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
V₀1/2
V₀3/2

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Irrigation Engineering
A runoff river plant is

a medium head scheme
a low head scheme
None of these
a high head scheme

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Irrigation Engineering
A hydroelectric scheme operating under a head of 80 m will be classified as

high head scheme
medium head scheme
None of these
low head scheme

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Irrigation Engineering
Infiltration capacity

changes with location
changes with both time and location
is a constant factor
changes with time

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Irrigation Engineering
Canals constructed for draining off water from water logged areas, are known

Drains
Valley canals
Contour canals
Inundation canals

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Irrigation Engineering
Finally formed berms in canals are provided for

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

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