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Irrigation Engineering

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

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

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Irrigation Engineering
The depth of the crest of a scouring sluice below the crest of a head regulator, is generally kept

3.20 m
1.20 m
2.20 m
0.20 m

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Irrigation Engineering
According to Lacey, depth of scour in a river depends upon the straightness of the reach. If D is the depth of scour in regime flow in a right angled bend, it is

1.50 D
1.25 D
2.00 D
1.75 D

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

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

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Irrigation Engineering
When a canal flowing under pressure is carried below a natural drainage such that its F.S.L. does not touch the underside of the supporting structure, the structure so provided, is called

Syphon-aqueduct
Syphon
Super passage
Aqueduct

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Irrigation Engineering
To control the silt entry into a distributary at head regulator, King's vanes are provided which are the walls

Of R.C.C. or steel plate 8 cm thick
Spaced at interval of 1½ times their heights
All listed here
Of height ⅓rd to ¼th the depth of water in the main canal

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