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Irrigation Engineering

Irrigation Engineering
Disposal of extra excavated earth of canals, is utilized to provide a spoil bank on

All listed here
Both sides
Left side
Right side

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Irrigation Engineering
Main purpose of mean water training for rivers is

To preserve the channel in good shape by efficient disposal of suspended and bed load
To provide sufficient depth of water in navigable channels, during low water periods
Flood control
All of these

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Irrigation Engineering
The ratio of average values of shear stresses produced on the bed and the banks of a channel due to flowing water is

equal to 1
equal to zero
less than 1
greater than 1

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Irrigation Engineering
If D₁ and D₂ are depths of water upstream and downstream of a hydraulic jump, the loss of head at the jump, is

(D₂ - D₁)3/4D₁D₂
(D₂ - D₁)3/2D₁D₂
(D₂ - D₁)3/D₁D₂
(D₂ - D₁)3/3D₁D₂

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Irrigation Engineering
River training for depth is achieved by

groynes
groynes and bandalling
both (A) and (B)
construction of dykes or leavees

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Irrigation Engineering
F.S.L. of a canal at its head with respect to parent channel is kept

None of these
At the same level
15 cm higher
15 cm lower

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