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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
The velocity of drainage water in the barrels of a syphon-aqueduct, is normally limited to

1 to 2 m per second
2 to 3 m per second
4 to 5 m per second
3 to 4 m per second

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Irrigation Engineering
Fundamental momentum equation for a hydraulic jump, is

D₁² + D₂² = (2q/g) × (V₂ - V₁)
D₁² - D₂² = (2q/g) × (V₁ - V₂)
D₁² - D₂² = (2q/g) × (V₂ - V₁)
D₂² - D₁² = (2q/g) × (V - V₂)

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Irrigation Engineering
If there are two canals taking off from each flank of a river, then there will be

one divide wall and two undersluices
two divide walls and one undersluice
one divide wall and one undersluice
two divide walls and two undersluices

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Irrigation Engineering
The total capacity of a reservoir is 25 million cubic metres and dead storage is 5 million cubic metres. If the average volume of sediment deposition is 0.10 million cubic metre per year, then the usefulness of the reservoir will start reducing after

50 years
200 years
150 years
250 years

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Irrigation Engineering
The uplift pressure on a dam can be controlled by i) constructing cutoff under upstream face ii) constructing drainage channels bet-ween the dam and its foundation iii) by pressure grouting in foundation The corret answer is

only (i)
(i), (ii) and (iii)
both (i) and (ii)
both (i) and (iii)

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