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Irrigation Engineering

Irrigation Engineering
If D is the depth of scour below original bed, then the width of launching apron is generally taken as

2.0 D
1.2 D
1.5 D
2.5 D

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Irrigation Engineering
Solution of Laplacian equation in three dimensions d²φ/dx² + d²φ/dy² + d²φ/dz² = 0 of water in a syphon, is done by

Analytical method
Method of relaxation
Khosla's method
Unwin's method

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Irrigation Engineering
The field capacity of a soil depends upon

Neither (a) nor (b)
Capillary tension in soil
Porosity of soil
Both (a) and (b)

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Irrigation Engineering
S-hydrograph is used to obtain unit hydrograph of

shorter duration from longer duration
None of these
longer duration from shorter duration
both (A) and (B)

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Irrigation Engineering
In a Sarda type fall, the rectangular crest, may be used for discharge up to

14 cumecs
10 cumecs
20 cumecs
6 cumecs

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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

200 years
150 years
50 years
250 years

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