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Irrigation Engineering

Irrigation Engineering
The ratio of the discharge over a trapezoidal crest to a rectangular crest of Sarda falls of identical parameters, is

1.084
1.054
1.064
1.074

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Irrigation Engineering
When a canal flowing under pressure is carried below a natural drainage such that its F.S.L. does not touch the underside of the supporting structure, the structure so provided, is called

Aqueduct
Syphon
Super passage
Syphon-aqueduct

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Irrigation Engineering
If the optimum depth of kor watering for a crop is 15.12 cm, the outlet factor for the crop for four week period in hectares per cumec, is

1600
1700
1500
1400

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Irrigation Engineering
The shape of recession limb of a hydrograph depends upon

Basin characteristics only
None of these
Storm characteristics only
Both (A) and (B)

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Irrigation Engineering
If there are two canals taking off from each flank of a river, then there will be

one divide wall and one undersluice
two divide walls and two undersluices
two divide walls and one undersluice
one divide wall and two undersluices

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Irrigation Engineering
Infiltration capacity

changes with location
is a constant factor
changes with time
changes with both time and location

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