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Irrigation Engineering

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

capillary water
gravity water
hydroscopic water
chemical water

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Irrigation Engineering
A runoff river plant is

None of these
a medium head scheme
a high head scheme
a low head scheme

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Irrigation Engineering
Silt excluders are constructed on the

canal bed upstream of head regulator
canal bed downstream of head regulator
river bed downstream of head regulator
river bed upstream of head regulator

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Irrigation Engineering
S-hydrograph is used to obtain unit hydrograph of

None of these
longer duration from shorter duration
both (A) and (B)
shorter duration from longer duration

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Irrigation Engineering
If the straight sides of a triangular section of a lined canal with circular bottom of radius R, make an angle θ with horizontal, the perimeter of the canal is

R (θ + tan θ)
R (θ + cos θ)
2R (θ + tan θ)
2R (θ + cos θ)

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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

50 mm
60 mm
140 mm
90 mm

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