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Irrigation Engineering

Irrigation Engineering
The meander pattern of a river is developed by

Maximum discharge
Average discharge
Dominant discharge
Critical discharge

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Irrigation Engineering
The velocity of drainage water in the barrels of a syphon-aqueduct, is normally limited to

4 to 5 m per second
1 to 2 m per second
3 to 4 m per second
2 to 3 m per second

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

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

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Irrigation Engineering
The water utilizable by plants is available in soils mainly in the form of

gravity water
capillary water
hydroscopic water
chemical water

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Irrigation Engineering
The unit hydrograph due to a storm may be obtained by dividing the ordinates of the direct runoff hydrograph by

period of storm
None of these
total rainfall
direct runoff volume

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Irrigation Engineering
The level of the floor of a syphon aqueduct can be obtained

None of these
By subtracting the thickness of culvert plus the depth of the culvert from the canal bed level
By subtracting the depth of the culvert from the canal bed level
Both (a) and (b)

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