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Irrigation Engineering

Irrigation Engineering
According to Khosla’s theory, the exit gradient in the absence of a downstream cutoff is

unity
very large
infinity

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Irrigation Engineering
For wave action in dams, the maximum height of freeboard is generally taken to be equal to (where hw is height of wave.)

1.25 hw
1.50 hw
0.5 hw
0.75 hw

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

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

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

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Irrigation Engineering
Unit of runoff in M.K.S. system is

metre/sec
cubic metre
square metre
cubic metre/sec

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

useful storage
surcharge storage
valley storage
dead storage

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