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Irrigation Engineering

Irrigation Engineering
The stream which does not have any base flow contribution is called

perennial stream
ephemeral stream
None of these
intermittent stream

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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

15m
91m
19m
38m

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Irrigation Engineering
Garnett's diagrams are used for graphical solution of design equations of a canal by

Kennedy's theory
Gibb's theory
Lindlay theory
Lacey's theory

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

rated head
design head
gross head
operating head

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Irrigation Engineering
If the risk of a flood occurring in the next 10 years is accepted to 10%, then the return period for design should be

1 – (0.9)°l0
1/(1-0.9°10)
1/(1+ 0.9010)
1 + (0.9)010

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Irrigation Engineering
In gravity canals, F.S.L. is

Always below the ground level
Generally 4 to 5 metres above the ground level
Only a few cm above the ground level
Always at the ground level

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