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Irrigation Engineering

Irrigation Engineering
The net head under which the turbine reaches its peak efficiency at synchronous speed is called

operating head
gross head
rated head
design head

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

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

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Irrigation Engineering
Main purpose of mean water training for rivers is

To preserve the channel in good shape by efficient disposal of suspended and bed load
Flood control
To provide sufficient depth of water in navigable channels, during low water periods
All of these

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Irrigation Engineering
The ratio of rate of change of the discharge of an outlet to the rate of change of the discharge of distributing channel is called

setting
flexibility
sensitivity
proportionality

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Irrigation Engineering
If it rains between 2 P.M. and 3 P.M. and the entire basin area just starts contributing water at 3 P.M. to the outlet, then time of concentration will be

15 minutes
20 minutes
60 minutes
30 minutes

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

80°
90°
110°
120°

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