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Irrigation Engineering

Irrigation Engineering
The maximum permissible eccentricity for no tension at the base of a gravity dam is

B/2
B/6
B/4
B/3

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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
250 years
150 years
200 years

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Irrigation Engineering
The ratio of rate of change of the discharge of an outlet to the rate of change of the discharge of distributing channel is called

sensitivity
proportionality
setting
flexibility

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Irrigation Engineering
The meander pattern of a river is developed by

Critical discharge
Maximum discharge
Dominant discharge
Average discharge

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Irrigation Engineering
The peak of a 4 hour flood hydrograph is 240 m3/sec . If the rainfall excess is 80 mm and base flow which is constant is 40 m3/sec, then the peak of 4-hours unit hydrograph will be

35 m3/sec
20 m3/sec
25 m3/sec
30 m3/sec

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Irrigation Engineering
For a unique design of a channel by Kennedy's theory

Its depth must only be known
Its breadth must only be known
All of these
Its breadth and depth ratio must only be known

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