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Irrigation Engineering

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

infinity
very large
unity

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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

250 years
150 years
50 years
200 years

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Irrigation Engineering
The length and width of a meander and also the width of the river, vary roughly as

Cube of the discharge
Square of the discharge
Discharge
Square root of the discharge

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Irrigation Engineering
Unit of runoff in M.K.S. system is

cubic metre/sec
square metre
cubic metre
metre/sec

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Irrigation Engineering
V and R are the regime mean velocity and hydraulic mean depth respectively in meters. Lacey's silt factor f is

5V²/2R
2V²/√3 R
3V²/4R
2V²/5R

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Irrigation Engineering
The depth of the crest of a scouring sluice below the crest of a head regulator, is generally kept

2.20 m
3.20 m
1.20 m
0.20 m

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