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IRRIGATION ENGINEERING

Irrigation Engineering
Cyclonic precipitation is caused by lifting of an air mass due to

temperature difference
pressure difference
natural topographical barriers
All of these

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

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

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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

aqueduct
superpassage
syphon aqueduct
syphon

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Irrigation Engineering
The most suitable location of a canal head work, is

Boulders stage of the river
Trough stage of the river
Rock stage of the river
Delta stage of the river

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Irrigation Engineering
Process of meandering is due to

Discharge and hydraulic properties of streams
Sediment load of streams
All listed here
Relative erodibility of the bed and banks

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