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Irrigation Engineering

Irrigation Engineering
For standing crops in undulating sandy fields, the best method of irrigation, is

Sprinkler irrigation
Free flooding
Furrow method
Check method

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Irrigation Engineering
If H and d are the water depth and drop in the bed level at a Sarda fall, the width B of the trapezoidal crest, is given by

B = 0.44 √(H + d)
B = 0.33 √(H + d)
B = 0.22 √(H + d)
B = 0.55 √(H + d)

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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

56 cm
55 cm
50 cm
60 cm

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Irrigation Engineering
When a canal flowing under pressure is carried below a natural drainage such that its F.S.L. doesnot touch the underside of the supporting structure, the structure so provided, is called

Super passage
Syphon-aqueduct
Syphon
Aqueduct

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Irrigation Engineering
The water stored in the reservoir below the minimum pool level is called

useful storage
valley storage
surcharge storage
dead storage

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Irrigation Engineering
Canals constructed for draining off water from water logged areas, are known

Contour canals
Inundation canals
Drains
Valley canals

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