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Irrigation Engineering

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

Permanent canals
Perennial canals
Inundation canals
Ridge canals

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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

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

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

cubic metre
metre/sec
square metre
cubic metre/sec

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Irrigation Engineering
Trap efficiency of a reservoir is a function of

outflow/inflow ratio
capacity/inflow ratio
capacity/outflow ratio
None of these

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

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

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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

150 years
50 years
250 years
200 years

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