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Irrigation Engineering

Irrigation Engineering
In North Indian Plains, optimum depth of kor watering for wheat, is

23.0 cm
13.5 cm
19.0 cm
17.5 cm

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Irrigation Engineering
Horizontal acceleration due to earthquake results in

both (A) and (B)
hydrodynamic pressure
inertia force into the body of the dam
None of these

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Irrigation Engineering
The forces, which are considered for the analysis of an elementary profile of a gravity dam under empty reservoir condition, are
i) Water pressure
ii) Self weight
iii) Uplift
iv) Pressure due to earthquake
The correct answer is

(i), (ii) and (iv)
(i), (ii) and (iii)
(i), (ii), (iii) and (iv)
Only (ii)

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Irrigation Engineering
According to Kennedy, the critical velocity (V₀) in meters in a channel is the mean velocity which keeps the channel free from silting or scouring. Its value is given by (where m is critical velocity ratio and D is the depth of the channel).

V₀ = 0.55 mD0.54
V₀ = 0.84 mD0.64
V₀ = 0.84 mD0.54
V₀ = 0.55 mD0.64

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

Valley canals
Inundation canals
Contour canals
Drains

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Irrigation Engineering
The top of the capillary zone

Lies above the water table at every point
None of these
Lies below the water table at every point
Coincides the water table at every point

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