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Irrigation Engineering

Irrigation Engineering
The field capacity of a soil depends upon

Both (a) and (b)
Neither (a) nor (b)
Capillary tension in soil
Porosity of soil

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Irrigation Engineering
Infiltration is the

None of these
movement of water through the soil
absorption of water by soil surface
both (A) and (B)

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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-aqueduct
Syphon
Super passage

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Irrigation Engineering
For a catchment area of 120 km2, the equilibrium discharge in m3/hour of an S-curve obtained by the summation of 6 hour unit hydro graph is

2.4 xlO6
7.2 xlO6
0.2 x 106
0.6 x 106

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

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Irrigation Engineering
The best unit duration of storm for a unit hydrograph is

equal to basin lag
1 hour
one-fourth of basin lag
one-half of basin lag

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