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Irrigation Engineering

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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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
Aqueduct
Syphon
Super passage

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Irrigation Engineering
The minimum size of stone that will remain at rest in a channel of longitudinal slope S and hydraulic mean depth R is given by

4RS
15 RS
11RS
7RS

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Irrigation Engineering
A 6 hours storm had 4 cm of rainfall and the resulting runoff was 2 cm. If

4.5 cm
5 cm
6.0 cm
4 cm

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Irrigation Engineering
A river bend characterized by silting

silting on convex side
scouring on concave side
scouring on convex side and on concave side
scouring on concave side and silting on convex side

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Irrigation Engineering
The ratio of the rate of change of discharge of an outlet to the rate of change in level of water surface in a distributary at its normal depth, is known as

Efficiency
Flexibility
Sensitivity
Modular limit

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