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Irrigation Engineering

Irrigation Engineering
For wave action in dams, the maximum height of freeboard is generally taken to be equal to (where hw is height of wave.)

1.50 hw
1.25 hw
0.5 hw
0.75 hw

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Irrigation Engineering
An aggrading river is a

scouring river
silting river
neither silting nor scouring river
both silting and scouring river

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Irrigation Engineering
The depth of the crest of a scouring sluice below the crest of a head regulator, is generally kept

3.20 m
2.20 m
0.20 m
1.20 m

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Irrigation Engineering
Silt excluders are constructed on the

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

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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

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

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Irrigation Engineering
The Lacey's regime velocity is proportional to

R1/2 S3/4
Q3/4 S1/3
R3/4 S1/3
R2/3 S1/2

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