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Irrigation Engineering

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

Super passage
Syphon
Aqueduct
Syphon-aqueduct

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Irrigation Engineering
Canals taken off from ice-fed perennial rivers, are known

Ridge canals
Inundation canals
Perennial canals
Permanent canals

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Irrigation Engineering
If D is the depth of water upstream of the throat above its sill, B is the width of the throat, to achieve critical flow in an open venturi flume, the theoretical maximum flow Q, is

Q = 1.71 BD3/2
Q = 1.71 BD
Q = 1/71 BD2/3
Q = 1.71 BD1/2

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Irrigation Engineering
Borrow pits should preferably be located in

Field on the left side of the canal
Central half width of the section of the canal
Fields on both sides of the canal
Field on the right side of the canal

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Irrigation Engineering
A minimum of 90 cm free board is provided if the discharge in the canal is between

30 to 33 cumecs
30 to 60 cumecs
Over 100 cumecs
Over 60 cumecs

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Irrigation Engineering
Interception losses are due to
i) evaporation
ii) transpiration
iii) stream flow
The correct answer is

(i), (ii) and (iii)
(ii) and (iii)
(i)and(ii)
only (i)

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MORE MCQ ON Irrigation Engineering

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