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Irrigation Engineering

Irrigation Engineering
The duty is largest

on the field
at the head of a main canal
at the head of water course
same at all places

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Irrigation Engineering
A hydroelectric scheme operating under a head of 80 m will be classified as

high head scheme
None of these
medium head scheme
low head scheme

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Irrigation Engineering
When a canal is carried over a natural drainage, the structure provided, is known as

Syphon
Super passage
Aqueduct
Syphon-aqueduct

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Irrigation Engineering
The difference in level between the top of a bank and supply level in a canal, is called

None of these
Height of bank
Berm
Free board

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Irrigation Engineering
Optimum depth of kor watering for rice is

215 mm
165 mm
135 mm
190 mm

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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

flexibility
proportionality
sensitivity
setting

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