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Irrigation Engineering

Irrigation Engineering
The water utilizable by plants is available in soils mainly in the form of

hydroscopic water
capillary water
chemical water
gravity water

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Irrigation Engineering
As compared to crest of the normal portion of the weir, the crest of the under sluice portion of weir is kept at

any of the above depending on the design
lower level
same level
higher level

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Irrigation Engineering
As compared to gravity dams, earthen dams

require less skilled labour
are costlier
require sound rock foundations
are less susceptible to failure

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Irrigation Engineering
The maximum permissible eccentricity for no tension at the base of a gravity dam is

B/2
B/4
B/3
B/6

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Irrigation Engineering
Finally formed berms in canals are provided for

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

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Irrigation Engineering
The ratio of the rate of change of discharge of an outlet to the rate of change in level of water surface in a distributary at its normal depth, is known as

Flexibility
Modular limit
Sensitivity
Efficiency

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