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Irrigation Engineering

Irrigation Engineering
A river training work is generally required when the river is

Aggrading
Meandering
Degrading
All of these

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Irrigation Engineering
Which of the following is a non-recording raingauge ?

Steven’s weighing type raingauge
floating type raingauge
Simon’s raingauge
tipping bucket type raingauge

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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

150 years
250 years
50 years
200 years

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Irrigation Engineering
Borrow pits should preferably be located in

Fields on both sides of the canal
Central half width of the section of the canal
Field on the right side of the canal
Field on the left side of the canal

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Irrigation Engineering
If straight sides of a triangular section of a lined canal with circular bottom of radius R, make an angle θ with horizontal, the area of its cross-section, is

R2 (θ + tan θ)
R (θ + tan θ)
R (θ + cot θ)
R2 (θ + cot θ)

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Irrigation Engineering
The discharge passing over an ogee spillway is given by (where, L is effective length of spillway crest and H is the total head over the spillway crest including velocity head.)

CHL3/2
CLH5/2
CLH3/2
CLH1/2

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