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Irrigation Engineering

Irrigation Engineering
Optimum depth of kor watering for rice is

190 mm
165 mm
215 mm
135 mm

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Irrigation Engineering
For the stability of a structure against seepage pressure according to Khosla's creep theory, the critical gradient is

0.5
1
0.25
Zero

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Irrigation Engineering
The water face of the guide banks, is protected by

Three man stone pitching
Four man stone pitching
Two man stone pitching
One men stone pitching

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Irrigation Engineering
Trap efficiency of a reservoir is a function of

capacity/inflow ratio
None of these
capacity/outflow ratio
outflow/inflow ratio

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

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Irrigation Engineering
If water table is comparatively high, the irrigation canal becomes useless, due to

Large amount of seepage
All of these
Water logging of the cultivated areas
Uncertain water demand

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