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Irrigation Engineering

Irrigation Engineering
The stream which does not have any base flow contribution is called

intermittent stream
None of these
ephemeral stream
perennial stream

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Irrigation Engineering
Silt excluders are constructed on the

canal bed downstream of head regulator
river bed upstream of head regulator
river bed downstream of head regulator
canal bed upstream of head regulator

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Irrigation Engineering
A deficit of sediments in flowing water may cause a river

Meandering type
Sub-critical type
Aggrading type
Degrading type

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Irrigation Engineering
To control the silt entry into a distributary at head regulator, King's vanes are provided which are the walls

Of height ⅓rd to ¼th the depth of water in the main canal
Of R.C.C. or steel plate 8 cm thick
All listed here
Spaced at interval of 1½ times their heights

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Irrigation Engineering
The water face of the guide banks, is protected by

One men stone pitching
Three man stone pitching
Two man stone pitching
Four man stone pitching

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Irrigation Engineering
According to Lacey, depth of scour in a river depends upon the straightness of the reach. If D is the depth of scour in regime flow in a right angled bend, it is

2.00 D
1.75 D
1.50 D
1.25 D

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