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Irrigation Engineering

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

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

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Irrigation Engineering
If the demand line drawn from a ridge in a flow mass curve does not intersect the curve again, it indicates that

both (A) and (B)
demand cannot be met by inflow
reservoir was not full at the beginning
None of these

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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
Aqueduct
Syphon-aqueduct
Super passage

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Irrigation Engineering
If L is total length of a canal in kilometers, P is total perimeter of its lining in metres and C is the cost of lining per square metre, the additional expenditure involved on lining, is

PLC/1000
PL/1000C
100 PLC
PC/100L

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Irrigation Engineering
The ratio of the head recovered to the head put in, is known as

Flexibility
Efficiency
Sensitivity
Modular limit

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Irrigation Engineering
For cereal crops the most commonly adopted method of irrigation, is

Furrow method
Free flowing method
Check method
Sprinkling method

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