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Irrigation Engineering

Irrigation Engineering
Interception losses are due to
i) evaporation
ii) transpiration
iii) stream flow
The correct answer is

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

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Irrigation Engineering
The unit hydrograph of a specified duration can be used to evaluate the hydrograph of storms of

same and shorter duration
same duration only
same and longer duration
any duration

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Irrigation Engineering
Lining of irrigation channels

increases the waterlogging area
None of these
does not change the water logging area
decreases the waterlogging area

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Irrigation Engineering
If water table is comparatively high, the irrigation canal becomes useless, due to

All of these
Water logging of the cultivated areas
Large amount of seepage
Uncertain water demand

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

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Irrigation Engineering
A minimum of 90 cm free board is provided if the discharge in the canal is between

30 to 60 cumecs
Over 100 cumecs
Over 60 cumecs
30 to 33 cumecs

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