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Irrigation Engineering

Irrigation Engineering
A river training work is generally required when the river is

Degrading
Meandering
All of these
Aggrading

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Irrigation Engineering
Which of the following is a flexible outlet ?

None of these
Gibb’s outlet
Kennedy’s gauge outlet
submerged pipe outlet

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

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Irrigation Engineering
River training for depth is achieved by

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

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Irrigation Engineering
A unit hydro graph has one unit of

rainfall duration
rainfall excess
discharge
time base of direct runoff

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Irrigation Engineering
Wetted perimeter of a regime channel for a discharge of 64 cumecs as per Lacey’s theory will be

38m
15m
19m
91m

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