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Irrigation Engineering

Irrigation Engineering
The depth of rice root zone, is

50 cm
90 cm
80 cm
60 cm

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Irrigation Engineering
Seepage through foundation in an earthen dam is controlled by providing

rock toe
impervious cut off
chimney drain
horizontal blanket

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Irrigation Engineering
If the R.L’s of canal bed level and high flood level of drainage are 212.0 m and 210.0 m respectively, then cross drainage work will be

aqueduct
superpassage
syphon aqueduct
syphon

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Irrigation Engineering
The measure to remove water logging of land, is

Neither (a) nor (b)
To increase outflow from the ground water reservoir
To reduce percolation from canals and water courses
Both (a) and (b)

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Irrigation Engineering
Garnett's diagrams are used for graphical solution of design equations of a canal by

Lindlay theory
Gibb's theory
Kennedy's theory
Lacey's theory

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Irrigation Engineering
Infiltration capacity

changes with both time and location
changes with location
changes with time
is a constant factor

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