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Irrigation Engineering

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

Inundation canals
Valley canals
Drains
Contour canals

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Irrigation Engineering
The relation between probability (P) and recurrence interval (T) is given by

P/T = 1
PT2 = 1
PT = 1
P/T2 = 1

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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
water conveyance efficiency
None of these

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Irrigation Engineering
Retrogression of the bed level of a river downstream a weir, occurs due to

Heavy impact of water
Less percentage of silt
Soft soil strata
Increase of the bed level

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Irrigation Engineering
For an annual flood series arranged in descending order of magnitude, the return for a magnitude listed at position period m in a total data N is

m/N
(N+l)/m
N/(m+l)
m/(N+l)

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Irrigation Engineering
For a flood control reservoir, the effective storage is equal to

useful storage + surcharge storage + valley storage
useful storage – valley storage
useful storage + surcharge storage
useful storage + surcharge storage -valley storage

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