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Irrigation Engineering

Irrigation Engineering
In a canal syphon, the flow is

Pipe flow
With critical velocity
Under atmospheric pressure
Under negative pressure

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Irrigation Engineering
If H and d are the water depth and drop in the bed level at a Sarda fall, the width B of the trapezoidal crest, is given by

B = 0.44 √(H + d)
B = 0.22 √(H + d)
B = 0.33 √(H + d)
B = 0.55 √(H + d)

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

Butyl alcohol
Cetyl alcohol
Methyl alcohol
Ethyl alcohol

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Irrigation Engineering
If the irrigation efficiency is 80%, conveyance losses are 20% and the actual depth of watering is 16 cm, the depth of water required at the canal outlet, is

25 cm
20 cm
10 cm
15 cm

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Irrigation Engineering
Cross regulators in main canals are provided

To regulate water supply in the distributaries
To overflow excessive flow water
To increase water head upstream when a main canal is running with low supplies
None of these

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Irrigation Engineering
Side slopes generally kept for canals in loam soil, are:

Neither (A) nor (B)
1½ : 1 in cutting and 2 : 1 in filling
Both (A) and (B)
1 : 1 in cutting and 1½ : 1 in filling

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