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Irrigation Engineering

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

Inundation canals
Contour canals
Valley canals
Drains

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Irrigation Engineering
The crest level of a canal diversion head work, depends upon

F.S.L. of the canal
All listed here
Pond level
Discharge perimeters

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Irrigation Engineering
If the risk of a flood occurring in the next 10 years is accepted to 10%, then the return period for design should be

1 – (0.9)°l0
1/(1+ 0.9010)
1/(1-0.9°10)
1 + (0.9)010

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Irrigation Engineering
Generally the weir is aligned at right angles to the direction of the main river current because

It gives better discharging capacity
It ensures less length of the weir
It is economical
All of these

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Irrigation Engineering
In a barrage, the crest level is kept

Low with large gates
Low with no gates
High with no gates
High with large gates

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

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