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Irrigation Engineering

Irrigation Engineering
Meandering of a river generally occurs, in

Trough stage
Rocky stage
Boulder stage
Delta stage

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

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

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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
38m
19m

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Irrigation Engineering
The most suitable material for the central impervious core of a zoned embankment type dam is

coarse sand
clay mixed with fine sand
clay
silty clay

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Irrigation Engineering
The ratio of average values of shear stresses produced on the bed and the banks of a channel due to flowing water is

equal to zero
equal to 1
less than 1
greater than 1

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Irrigation Engineering
Which of the following methods is used to estimate flood discharge based on high water marks left over in the past ?

slope-area method
moving boat method
ultra-sonic method
area-velocity method

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