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Irrigation Engineering

Irrigation Engineering
The water utilizable by plants is available in soils mainly in the form of

gravity water
capillary water
hydroscopic water
chemical water

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Irrigation Engineering
A 6 hours storm had 4 cm of rainfall and the resulting runoff was 2 cm. If<="" div="">

9.0 cm
7.5 cm
6.0 cm
4.5 cm

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Irrigation Engineering
According to Bligh's creep theory, percolating water flows along

Straight path under the foundation of the dam
Circular path under the foundation of the dam
The outline of the base of the foundation of the dam
None of these

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Irrigation Engineering
If the R.L’s of canal bed level and high flood level of drainage are 212.0 m and 210.0 m respectively, then cross drainage work will be

superpassage
syphon
syphon aqueduct
aqueduct

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Irrigation Engineering
The ratio of the discharge over a trapezoidal crest to a rectangular crest of Sarda falls of identical parameters, is

1.084
1.054
1.064
1.074

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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

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

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