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Irrigation Engineering

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

91m
19m
38m
15m

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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
0.20902777777778
0.12569444444444
0.16736111111111

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Irrigation Engineering
Main purpose of mean water training for rivers is

To preserve the channel in good shape by efficient disposal of suspended and bed load
To provide sufficient depth of water in navigable channels, during low water periods
All of these
Flood control

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Irrigation Engineering
The length and width of a meander and also the width of the river, vary roughly as

Discharge
Square of the discharge
Square root of the discharge
Cube of the discharge

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Irrigation Engineering
When a canal and a drainage approach each other at the same level, the structure so provided, is

An aqueduct
Inlet and outlet
A level crossing
A syphon

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

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

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