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Irrigation Engineering

Irrigation Engineering
If D is the depth of scour below original bed, then the width of launching apron is generally taken as

1.5 D
1.2 D
2.0 D
2.5 D

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Irrigation Engineering
The measure to remove water logging of land, is

To increase outflow from the ground water reservoir
Neither (a) nor (b)
Both (a) and (b)
To reduce percolation from canals and water courses

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Irrigation Engineering
A river bend characterized by silting

scouring on concave side
scouring on concave side and silting on convex side
silting on convex side
scouring on convex side and on concave side

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Irrigation Engineering
Which of the following types of falls use parabolic glacis for energy dissipation ?

glacis fall
inglis fall
Montague type fall
vertical drop fall

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Irrigation Engineering
While deciding the alignment of a proposed canal taking off from a river at B, three alignments of approximately equal lengths are available. These cross a drainages at C1, C2 and C3 where drainage bed levels C1 > C2 > C3, you will provide at site C3

A syphon
A super passage
A syphon aqueduct
An aqueduct

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Irrigation Engineering
The difference in level between the top of a bank and supply level in a canal, is called

Berm
Free board
None of these
Height of bank

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