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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

60°
30°
45°
90°

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Irrigation Engineering
The maximum rainfall depth of 300 mm in 24 hours has a return period of 100 years. The probability of 24 hours rainfall equal to or greater than 300 mm occurring at least once in 10 years is given by

1 – (0.99)10
(0.99)10
l-(0.9)100
(0.9)00

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Irrigation Engineering
River training for depth is achieved by

groynes and bandalling
groynes
construction of dykes or leavees
both (A) and (B)

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Irrigation Engineering
Infiltration capacity

changes with location
changes with time
is a constant factor
changes with both time and location

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Irrigation Engineering
A runoff river plant is

a medium head scheme
a low head scheme
None of these
a high head scheme

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Irrigation Engineering
The scour depth D of a river during flood, may be calculated from the Lacey's equation

D = 0.47 (Q/f)1/3
D = 0.47 (Q/f)
D = 0.47 (Q/f)2/3
D = 0.47 (Q/f)1/2

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