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Irrigation Engineering

Irrigation Engineering
The relation between probability (P) and recurrence interval (T) is given by

P/T2 = 1
PT2 = 1
PT = 1
P/T = 1

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Irrigation Engineering
In a barrage, the crest level is kept

Low with no gates
High with large gates
High with no gates
Low with large gates

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Irrigation Engineering
Retrogression of the bed level of a river downstream a weir, occurs due to

Heavy impact of water
Increase of the bed level
Less percentage of silt
Soft soil strata

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Irrigation Engineering
The useful moisture of soil, is equal to its

Field capacity
Difference between filed capacity and permanent wilting point within the root zone of plants
Moisture content at permanent wilting point
Saturation capacity

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Irrigation Engineering
The downstream expansion head of a guide bank is extended to subtend an angle at the centre, equal to

45°
60°
90°
30°

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Irrigation Engineering
The uplift pressure on the roof of an inverted syphon, is maximum when

Canal is running with F.S.L.
Drain is running with H.F.L.
Drain in running dry
Canal is running dry

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