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Irrigation Engineering

Irrigation Engineering
The depth of rice root zone, is

80 cm
50 cm
60 cm
90 cm

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

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Irrigation Engineering
Variability of rainfall is
i) largest in regions of high rainfall
ii) largest in coastal areas
iii) largest in regions of scanty rainfall
The correct answer is

only (iii)
(ii) and (iii)
(i) and (ii)
only (i)

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Irrigation Engineering
The ratio of the rate of change of discharge of an outlet and parent channel, is known as

Sensitivity
Flexibility
Modular limit
Efficiency

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Irrigation Engineering
The optimum depth of kor watering for a rice crop, is

17.5 cm
13.5 cm
23.0 cm
19.0 cm

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Irrigation Engineering
Wetted perimeter of a regime channel for a discharge of 64 cumecs as per Lacey’s theory will be

15m
19m
38m
91m

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