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Irrigation Engineering

Irrigation Engineering
Wetted perimeter of a regime channel for a discharge of 64 cumecs as per Lacey’s theory will be

15m
38m
19m
91m

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Irrigation Engineering
Seepage through foundation in an earthen dam is controlled by providing

chimney drain
rock toe
horizontal blanket
impervious cut off

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Irrigation Engineering
The ratio of the discharge over a trapezoidal crest to a rectangular crest of Sarda falls of identical parameters, is

1.054
1.064
1.084
1.074

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Irrigation Engineering
With the increase in the quantity of water supplied, the yield of most crops

increases continuously
increases upto a certain limit and then decreases
increases upto a certain limit and then becomes constant
decreases continuously

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Irrigation Engineering
Main purpose of mean water training for rivers is

To provide sufficient depth of water in navigable channels, during low water periods
All of these
To preserve the channel in good shape by efficient disposal of suspended and bed load
Flood control

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Irrigation Engineering
According to Lacey, in regime conditions

Entire cross-section of the channel is generated at all points by the forces normal to the
Silt is kept in suspension by vertical components of eddies
Both (a) and (b)
Neither (a) nor (b)

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