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Irrigation Engineering

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

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

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Irrigation Engineering
The maximum average depth due to one day storm over an area of 100 km2 is 100 mm. Depth-Area-Duration (DAD) curves indicate that for the same area of 100 km2 the maximum average depth for a 3 hour storm will be

None of these
less than 100 mm
100 mm
more than 100 mm

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Irrigation Engineering
The minimum size of stone that will remain at rest in a channel of longitudinal slope S and hydraulic mean depth R is given by

7RS
4RS
15 RS
11RS

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

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

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Irrigation Engineering
The runoff increases with

increase in infiltration capacity
All of these
increase in permeability of soil
increase in intensity of rain

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Irrigation Engineering
A straight glacis type fall with a baffle platform and a baffle wall is called

Glacis fall
Vertical drop-fall
Inglis fall
Montague type fall

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