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Irrigation Engineering

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

15m
91m
38m
19m

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Irrigation Engineering
According to Lacey, in regime conditions

Neither (a) nor (b)
Silt is kept in suspension by vertical components of eddies
Entire cross-section of the channel is generated at all points by the forces normal to the
Both (a) and (b)

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Irrigation Engineering
The unit hydrograph of a specified duration can be used to evaluate the hydrograph of storms of

same and longer duration
same duration only
same and shorter duration
any duration

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Irrigation Engineering
Which of the following methods is used to estimate flood discharge based on high water marks left over in the past ?

area-velocity method
slope-area method
moving boat method
ultra-sonic method

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Irrigation Engineering
For smooth entry of water in a canal, the angle between head regulator and water is generally kept

90°
80°
110°
120°

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Irrigation Engineering
Process of meandering is due to

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

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