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Irrigation Engineering

Irrigation Engineering
For wave action in dams, the maximum height of freeboard is generally taken to be equal to (where hw is height of wave.)

0.5 hw
1.25 hw
0.75 hw
1.50 hw

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Irrigation Engineering
Wetted perimeter of a regime channel for a discharge of 64 cumecs as per Lacey’s theory will be

19m
91m
38m
15m

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

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

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Irrigation Engineering
The state of the soil when plants fail to extract sufficient water for their requirements, is

Maximum saturated point
Ultimate utilization point
None of these
Permanent wilting point

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Irrigation Engineering
Process of meandering is due to

All listed here
Sediment load of streams
Discharge and hydraulic properties of streams
Relative erodibility of the bed and banks

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Irrigation Engineering
The maximum rainfall depth of 300 mm in 24 hours has a return period of 100 years. The probability of 24 hours rainfall equal to or greater than 300 mm occurring at least once in 10 years is given by

l-(0.9)100
(0.9)00
(0.99)10
1 – (0.99)10

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