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Irrigation Engineering

Irrigation Engineering
If V₀ is the critical velocity of a channel, its silt transporting power, according to Kennedy, is proportional to

V₀3/2
V₀5/2
V₀1/2
V₀7/2

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Irrigation Engineering
Finally formed berms in canals are provided for

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

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

gravity water
capillary water
hydroscopic water
chemical water

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Irrigation Engineering
If d1 is the depth of cutting, d2 is the height of the bank from bed level r2 : 1 and r1 : 1 are the slopes in filling and cutting respectively, the horizontal distance n between the bed and bank, is

x = r1 d1
x = d1 / r1
x = d2 / r2
x = r2 d2

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Irrigation Engineering
The main function of a diversion head works of a canal from a river, is

To remove silt
To store water
To raise water level
To control floods

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Irrigation Engineering
A land is known as waterlogged

when the permanent wilting point is reached
when gravity drainage has ceased
capillary fringe reaches the root zone of plants
None of these

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