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Irrigation Engineering

Irrigation Engineering
Seepage through foundation in an earthen dam is controlled by providing

rock toe
impervious cut off
horizontal blanket
chimney drain

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Irrigation Engineering
The sinuosity of a meander is the ratio of

Meander length and half width of the river
Curved length and the straight distance
Meander length and the width of meander
None of these

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Irrigation Engineering
Hydrograph is the graphical representation of

surface runoff and time
runoff and time
rainfall and time
ground waterflow and time

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Irrigation Engineering
Study the following statements.
i) Levees are constructed parallel to river flow,
ii) Spurs are constructed parallel to river flow,
iii) Levees are constructed transverse to river flow,
iv) Spurs are constructed transverse to river flow.
The correct answer is

(i) and (ii)
(ii) and (iii)
(i) and (iv)
(iii) and (iv)

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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

0.16736111111111
0.084027777777778
0.12569444444444
0.20902777777778

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Irrigation Engineering
According to Kennedy, the critical velocity (V₀) in meters in a channel is the mean velocity which keeps the channel free from silting or scouring. Its value is given by (where m is critical velocity ratio and D is the depth of the channel).

V₀ = 0.84 mD0.54
V₀ = 0.55 mD0.64
V₀ = 0.84 mD0.64
V₀ = 0.55 mD0.54

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