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Irrigation Engineering

Irrigation Engineering
According to Khosla’s theory, the exit gradient in the absence of a downstream cutoff is

unity
very large
infinity

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Irrigation Engineering
Infiltration capacity

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

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Irrigation Engineering
While deciding the alignment of a proposed canal taking off from a river at B, three alignments of approximately equal lengths are available. These cross a drainages at C1, C2 and C3 where drainage bed levels C1 > C2 > C3, you will provide at site C3

A syphon aqueduct
A super passage
A syphon
An aqueduct

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Irrigation Engineering
The width of a dowla is generally kept between 30 to 60 cm and its height above the road level should invariably be more than

30 cm
10 cm
40 cm
20 cm

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Irrigation Engineering
When surface of transpiration is submerged under water, then potential evapotranspiration is

much less than evapotranspiration
equal to or less than evapotranspi-ration
equal to evapotranspiration
much more than evapotranspiration

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Irrigation Engineering
According to G.W. Pickles the effect of confining the flood water of a river between levee, is to increase

Maximum discharge
Surface slope of streams above the levied portion
Rate of flood wave
Water surface elevation during floods

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