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Irrigation Engineering

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

A syphon
A level crossing
Inlet and outlet
An aqueduct

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Irrigation Engineering
The optimum depth of kor watering for a rice crop, is

23.0 cm
19.0 cm
13.5 cm
17.5 cm

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Irrigation Engineering
Dimensions of coefficient of transmissibility are

M° L2 T1
rvfL’T”1
M’LV
M°L°T°

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Irrigation Engineering
In a canal syphon, the flow is

Under atmospheric pressure
Under negative pressure
With critical velocity
Pipe flow

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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

0.20902777777778
0.16736111111111
0.084027777777778
0.12569444444444

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Irrigation Engineering
Garnett's diagrams are used for graphical solution of design equations of a canal by

Gibb's theory
Lacey's theory
Lindlay theory
Kennedy's theory

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