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Irrigation Engineering

Irrigation Engineering
The stream which does not have any base flow contribution is called

ephemeral stream
intermittent stream
perennial stream
None of these

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Irrigation Engineering
The rainfall on five successive days were measured as 100 mm, 80 mm, 60 mm, 40 mm and 20 mm respectively. If the infiltration index or the storm loss rate for the catchment area is earlier estimated as 50 mm/day, the total surface run off will be

140 mm
90 mm
60 mm
50 mm

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Irrigation Engineering
The ratio of the average load to the installed capacity of the plant whose reserve capacity is zero will be equal to

Both load and plant factor
Load factor
Plant factor
Utilization factor

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Irrigation Engineering
The water utilizable by plants is available in soils mainly in the form of

gravity water
capillary water
chemical water
hydroscopic water

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Irrigation Engineering
In a Sarda type fall, the rectangular crest, may be used for discharge upto

20 cumecs
6 cumecs
14 cumecs
10 cumecs

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Irrigation Engineering
Irrigation canals are generally aligned along

Straight line
Valley line
Contour line
Ridge line

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