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Irrigation Engineering

Irrigation Engineering
The downstream expansion head of a guide bank is extended to subtend an angle at the centre, equal to

45°
90°
60°
30°

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Irrigation Engineering
Finally formed berms in canals are provided for

Protection of banks erosion by the waves
Control of seepage losses
All of these
Strengthening of banks

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Irrigation Engineering
Cyclonic precipitation is caused by lifting of an air mass due to

natural topographical barriers
pressure difference
All of these
temperature difference

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Irrigation Engineering
For wave action in dams, the maximum height of freeboard is generally taken to be equal to (where hw is height of wave.)

1.50 hw
0.75 hw
1.25 hw
0.5 hw

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Irrigation Engineering
If L is total length of a canal in kilometers, P is total perimeter of its lining in metres and C is the cost of lining per square metre, the additional expenditure involved on lining, is

PL/1000C
PC/100L
PLC/1000
100 PLC

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Irrigation Engineering
A hyetograph is a graphical representation of

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

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