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Irrigation Engineering

Irrigation Engineering
The field capacity of a soil depends upon

Neither (a) nor (b)
Capillary tension in soil
Porosity of soil
Both (a) and (b)

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Irrigation Engineering
If the risk of a flood occurring in the next 10 years is accepted to 10%, then the return period for design should be

1/(1-0.9°10)
1 + (0.9)010
1/(1+ 0.9010)
1 – (0.9)°l0

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Irrigation Engineering
The ratio of average values of shear stresses produced on the bed and the banks of a channel due to flowing water is

greater than 1
equal to zero
less than 1
equal to 1

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Irrigation Engineering
If the critical shear stress of a channel is XC, then the average value of shear stress required to move the grain on the bank is

0.5 XC
0.75 TC
1.33 TC
XC

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Irrigation Engineering
Canals constructed for draining off water from water logged areas, are known

Inundation canals
Valley canals
Drains
Contour canals

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Irrigation Engineering
An outlet which maintains a constant discharge irrespective of fluctuation in the water levels of the supplying channel or water course, is known as

Right modular outlet
Non-modular outlet
Flexible modular outlet
Semi-modular outlet

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