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Irrigation Engineering

Irrigation Engineering
Attracting groynes are built

Perpendicular to the bank
Inclined up stream
Inclined down stream
None of these

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

Aqueduct
Syphon-aqueduct
Syphon
Super passage

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Irrigation Engineering
If the height of the hydraulic gradient line above the floor of thickness t is h and the specific gravity of the material of the floor is G, the minimum thickness t of the floor downstream of the crest-wall, is given by the equation

t = (h - 1)/(G - t)
t = (h + 1)/G
t = (h + 1)/(G + t)
t = (h - 1)/(G + t)

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Irrigation Engineering
The maximum permissible eccentricity for no tension at the base of a gravity dam is

B/6
B/4
B/3
B/2

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Irrigation Engineering
For the upstream face of an earthen dam, the most adverse condition for stability of slope is

sloughing of slope
during construction
sudden drawdown
steady seepage

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Irrigation Engineering
The drainage water intercepting the canal can be disposed of by passing the canal below the drainage in

aqueduct and super passage
super passage and canal syphon
aqueduct and syphon aqueduct
level crossing

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