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Irrigation Engineering

Irrigation Engineering
When a canal and a drainage approach each other at the same level, the structure so provided, is

A syphon
An aqueduct
Inlet and outlet
A level crossing

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

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

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

drain trenches
provision of downstream berms
relief wells
drainage filters

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Irrigation Engineering
According to G.W. Pickles the effect of confining the flood water of a river between levee, is to increase

Rate of flood wave
Water surface elevation during floods
Maximum discharge
Surface slope of streams above the levied portion

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Irrigation Engineering
The unit hydrograph of a specified duration can be used to evaluate the hydrograph of storms of

any duration
same and longer duration
same and shorter duration
same duration only

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Irrigation Engineering
If the R.L’s of canal bed level and high flood level of drainage are 212.0 m and 210.0 m respectively, then cross drainage work will be

syphon
superpassage
syphon aqueduct
aqueduct

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