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Irrigation Engineering

Irrigation Engineering
Canals taken off from ice-fed perennial rivers, are known

Permanent canals
Inundation canals
Perennial canals
Ridge canals

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Irrigation Engineering
Interception losses are due to
i) evaporation
ii) transpiration
iii) stream flow
The correct answer is

(i)and(ii)
(i), (ii) and (iii)
(ii) and (iii)
only (i)

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Irrigation Engineering
Side slopes generally kept for canals in loam soil, are:

Both (A) and (B)
Neither (A) nor (B)
1½ : 1 in cutting and 2 : 1 in filling
1 : 1 in cutting and 1½ : 1 in filling

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Irrigation Engineering
The total capacity of a reservoir is 25 million cubic metres and dead storage is 5 million cubic metres. If the average volume of sediment deposition is 0.10 million cubic metre per year, then the usefulness of the reservoir will start reducing after

200 years
250 years
150 years
50 years

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Irrigation Engineering
The shape of recession limb of a hydrograph depends upon

None of these
Basin characteristics only
Both (A) and (B)
Storm characteristics only

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Irrigation Engineering
Unit of runoff in M.K.S. system is

square metre
cubic metre/sec
cubic metre
metre/sec

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