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Irrigation Engineering

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

very large
infinity
unity

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Irrigation Engineering
In a chute spillway, the flow is usually

uniform
super critical
subcritical
critical

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Irrigation Engineering
Horizontal acceleration due to earthquake results in

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

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Irrigation Engineering
For an annual flood series arranged in descending order of magnitude, the return for a magnitude listed at position period m in a total data N is

N/(m+l)
m/(N+l)
(N+l)/m
m/N

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Irrigation Engineering
Finally formed berms in canals are provided for

All of these
Control of seepage losses
Strengthening of banks
Protection of banks erosion by the waves

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Irrigation Engineering
The normal annual precipitation at stations X, A, B and C are 700 mm, 1000 mm, 900 mm and 800 mm respectively. If the storm precipitation at three station A, B and C were 100 mm, 90 mm and 80 mm respectively, then the storm precipitation for station X will be

105 mm
80mm
90 mm
70mm

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