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Irrigation Engineering

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

infinity
very large
unity

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Irrigation Engineering
In a concrete canal the approximate permissible velocity of water should not exceed

2 m/sec
1 m/sec
0.5 m/sec
1.5 m/sec

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Irrigation Engineering
In a Sarda type fall, the rectangular crest, may be used for discharge upto

20 cumecs
10 cumecs
14 cumecs
6 cumecs

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Irrigation Engineering
If the irrigation efficiency is 80%, conveyance losses are 20% and the actual depth of watering is 16 cm, the depth of water required at the canal outlet, is

25 cm
20 cm
15 cm
10 cm

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Irrigation Engineering
The unit hydrograph due to a storm may be obtained by dividing the ordinates of the direct runoff hydrograph by

direct runoff volume
total rainfall
period of storm
None of these

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Irrigation Engineering
A hyetograph is a graphical representation of

discharge and time
cumulative rainfall and time
rainfall depth and time
rainfall intensity and time

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