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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

1.2 D
1.5 D
2.0 D
2.5 D

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

None of these
Height of bank
Berm
Free board

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Irrigation Engineering
An outlet is said to be proportional if its flexibility, is

More than one
Less than one
One
Zero

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Irrigation Engineering
The useful moisture of soil, is equal to its

Difference between filed capacity and permanent wilting point within the root zone of plants
Field capacity
Moisture content at permanent wilting point
Saturation capacity

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Irrigation Engineering
A river training work is generally required when the river is

Meandering
Aggrading
Degrading
All of these

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Irrigation Engineering
Meandering of a river generally occurs, in

Delta stage
Trough stage
Rocky stage
Boulder stage

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