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Irrigation Engineering

Irrigation Engineering
For wave action in dams, the maximum height of freeboard is generally taken to be equal to (where hw is height of wave.)

1.50 hw
0.75 hw
1.25 hw
0.5 hw

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

coarse sand
silty clay
clay
clay mixed with fine sand

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Irrigation Engineering
Seepage through embankments in an earthen dam is controlled by

drain trenches
drainage filters
provision of downstream berms
relief wells

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Irrigation Engineering
Groynes are generally built

Perpendicular to the bank
Inclined up stream up to 30°
All listed here
Inclined downstream up to 30°

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Irrigation Engineering
If average particle size of the silt in millimeters is m, the Lacey's silt factor f is proportional to

m3
m1/2
m1/3
m2/3

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Irrigation Engineering
The measure to remove water logging of land, is

To increase outflow from the ground water reservoir
To reduce percolation from canals and water courses
Both (a) and (b)
Neither (a) nor (b)

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