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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

30°
60°
90°
45°

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Irrigation Engineering
If the intensity of rainfall is more than the infiltration capacity of soil, then the infiltration rate will be

more than infiltration capacity
equal to rate of rainfall
more than rate of rainfall
equal to infiltration capacity

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Irrigation Engineering
The saturation line is the line up to which banks get saturated after the canal runs for some time. The saturation gradient in ordinary loam soil, is generally

0.084027777777778
0.12569444444444
0.20902777777778
0.16736111111111

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Irrigation Engineering
Finally formed berms in canals are provided for

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

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Irrigation Engineering
A fall which maintains its depth, is

A rectangular notch fall
A trapezoidal notch fall
All listed here
A low weir fall

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Irrigation Engineering
For a flood control reservoir, the effective storage is equal to

useful storage – valley storage
useful storage + surcharge storage + valley storage
useful storage + surcharge storage -valley storage
useful storage + surcharge storage

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