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Irrigation Engineering

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

Perennial canals
Ridge canals
Inundation canals
Permanent canals

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Irrigation Engineering
The difference in level between the top of a bank and supply level in a canal, is called

None of these
Berm
Free board
Height of bank

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Irrigation Engineering
As compared to gravity dams, earthen dams

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

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Irrigation Engineering
Disposal of extra excavated earth of canals, is utilized to provide a spoil bank on

Both sides
Right side
All listed here
Left side

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Irrigation Engineering
The depth of rice root zone, is

60 cm
90 cm
50 cm
80 cm

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Irrigation Engineering
For the upstream face of an earthen dam, the most adverse condition for stability of slope is

sudden drawdown
during construction
steady seepage
sloughing of slope

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