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Irrigation Engineering

Irrigation Engineering
The best unit duration of storm for a unit hydrograph is

1 hour
one-half of basin lag
one-fourth of basin lag
equal to basin lag

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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
Super passage
Aqueduct
Syphon-aqueduct

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Irrigation Engineering
The length of a meander is the distance along the river between the tangent point of one curve to the tangent point of

Reverse curve plus the width of the river
Reverse curve
None of these
Next curve of the same order

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Irrigation Engineering
A raingauge should preferably be fixed

near the building
in an open space
in a closed space
under the tree

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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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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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