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Irrigation Engineering

Irrigation Engineering
A runoff river plant is

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

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Irrigation Engineering
Cross regulators in main canals are provided

To overflow excessive flow water
To regulate water supply in the distributaries
None of these
To increase water head upstream when a main canal is running with low supplies

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Irrigation Engineering
If the height of the hydraulic gradient line above the floor of thickness t is h and the specific gravity of the material of the floor is G, the minimum thickness t of the floor downstream of the crest-wall, is given by the equation

t = (h - 1)/(G - t)
t = (h - 1)/(G + t)
t = (h + 1)/G
t = (h + 1)/(G + t)

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Irrigation Engineering
In case of non-availability of space due to topography, the most suitable spillway is

ogee spillway
straight drop spillway
shaft spillway
chute spillway

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Irrigation Engineering
Tortuosity of a meandering river is always

less than 1
less than or equal to 1
greater than 1
equal to 1

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Irrigation Engineering
Optimum depth of kor watering for rice is

165 mm
190 mm
135 mm
215 mm

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