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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
infinity
very large

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Irrigation Engineering
The difference in level between the top of a bank and supply level in a canal, is called

None of these
Free board
Height of bank
Berm

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Irrigation Engineering
The optimum depth of kor watering for a rice crop, is

13.5 cm
17.5 cm
23.0 cm
19.0 cm

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

13.5 cm
17.5 cm
23.0 cm
19.0 cm

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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
150 years
250 years
200 years

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Irrigation Engineering
In case of a trapezoidal notch fall

Top length of the piers should not be less than their thickness
Splay upstream from the notch section is 45°
All listed here
Splay downstream from the notch section is 22½°

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