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Irrigation Engineering

Irrigation Engineering
The ratio of the head recovered to the head put in, is known as

Modular limit
Sensitivity
Flexibility
Efficiency

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Irrigation Engineering
The drainage water intercepting the canal can be disposed of by passing the canal below the drainage in

super passage and canal syphon
aqueduct and super passage
level crossing
aqueduct and syphon aqueduct

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Irrigation Engineering
The peak of a 4 hour flood hydrograph is 240 m3/sec . If the rainfall excess is 80 mm and base flow which is constant is 40 m3/sec, then the peak of 4-hours unit hydrograph will be

35 m3/sec
20 m3/sec
30 m3/sec
25 m3/sec

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Irrigation Engineering
Solution of Laplacian equation in three dimensions d²φ/dx² + d²φ/dy² + d²φ/dz² = 0 of water in a syphon, is done by

Unwin's method
Analytical method
Method of relaxation
Khosla's method

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Irrigation Engineering
A hydroelectric scheme operating under a head of 80 m will be classified as

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

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

square metre
metre/sec
cubic metre/sec
cubic metre

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