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Irrigation Engineering

Irrigation Engineering
The field capacity of a soil depends upon

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

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Irrigation Engineering
The most suitable section of a lined canal, is

None of these
Both (a) and (b)
Triangular section with circular bottom for small canals
Trapezoidal section with rounded corners for large canals

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Irrigation Engineering
The area between the isohyets 45 cm and 55 cm is 100 square km and between 55 cm and 65 cm is 150 square km. The average depth of annua! precipitation over the above basin of 250 square km will be

50 cm
56 cm
55 cm
60 cm

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Irrigation Engineering
If it rains between 2 P.M. and 3 P.M. and the entire basin area just starts contributing water at 3 P.M. to the outlet, then time of concentration will be

20 minutes
30 minutes
60 minutes
15 minutes

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Irrigation Engineering
The scour depth D of a river during flood, may be calculated from the Lacey's equation

D = 0.47 (Q/f)1/3
D = 0.47 (Q/f)2/3
D = 0.47 (Q/f)1/2
D = 0.47 (Q/f)

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Irrigation Engineering
For cereal crops the most commonly adopted method of irrigation, is

Check method
Sprinkling method
Free flowing method
Furrow method

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