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Irrigation Engineering

Irrigation Engineering
V and R are the regime mean velocity and hydraulic mean depth respectively in meters. Lacey's silt factor f is

3V²/4R
2V²/√3 R
5V²/2R
2V²/5R

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Irrigation Engineering
The consumptive use of water for a crop

Is measured as depth of water on irrigated area
Is measured as the volume of water per unit area
May be supplied partly by precipitation and partly by irrigation
All of these

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Irrigation Engineering
Canals constructed for draining off water from water logged areas, are known

Inundation canals
Contour canals
Drains
Valley canals

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Irrigation Engineering
The most suitable chemical which can be applied to the water surface for reducing evaporation is

Cetyl alcohol
Butyl alcohol
Ethyl alcohol
Methyl alcohol

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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 aqueduct
aqueduct
superpassage
syphon

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Irrigation Engineering
Finally formed berms in canals are provided for

All of these
Strengthening of banks
Control of seepage losses
Protection of banks erosion by the waves

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