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Irrigation Engineering

Irrigation Engineering
The downstream expansion head of a guide bank is extended to subtend an angle at the centre, equal to

30°
45°
90°
60°

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Irrigation Engineering
In case of a trapezoidal notch fall

All listed here
Splay downstream from the notch section is 22½°
Splay upstream from the notch section is 45°
Top length of the piers should not be less than their thickness

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Irrigation Engineering
The unit hydrograph of a specified duration can be used to evaluate the hydrograph of storms of

same and shorter duration
any duration
same and longer duration
same duration only

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Irrigation Engineering
Lacey's equation for calculating flood discharge in rivers, is

V = 10.8 R1/3 S2/3
V = 10.8 R1/2 S1/2
V = 10.8 R2/3 S1/3
V = 10.8 R2/3 S1/2

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Irrigation Engineering
Cross regulators in main canals are provided

To regulate water supply in the distributaries
To overflow excessive flow water
None of these
To increase water head upstream when a main canal is running with low supplies

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Irrigation Engineering
The length of a meander is the distance along the river between the tangent point of one curve to the tangent point of

Next curve of the same order
None of these
Reverse curve
Reverse curve plus the width of the river

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