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Irrigation Engineering

Irrigation Engineering
The water utilizable by plants is available in soils mainly in the form of

hydroscopic water
chemical water
capillary water
gravity water

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Irrigation Engineering
According to Khosla, the exits gradient of surface flow

Is independent of the depths of d/s cut off walls
None of these
Is independent of the b/d ratio
Depends upon the b/d ratio

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Irrigation Engineering
When a canal flowing under pressure is carried below a natural drainage such that its F.S.L. doesnot touch the underside of the supporting structure, the structure so provided, is called

Syphon
Aqueduct
Syphon-aqueduct
Super passage

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Irrigation Engineering
The uplift pressure on the face of a drainage gallery in a dam is taken as

average of hydrostatic pressure at toe and heel
None of these
two-third of hydrostatic pressure at toe plus one-third of hydrostatic pressure at heel
hydrostatic pressure at toe

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Irrigation Engineering
The net head under which the turbine reaches its peak efficiency at synchronous speed is called

gross head
rated head
design head
operating head

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

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

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