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Irrigation Engineering

Irrigation Engineering
Wetted perimeter of a regime channel for a discharge of 64 cumecs as per Lacey’s theory will be

91m
15m
38m
19m

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Irrigation Engineering
Vertical drop fall is satisfactory for a height upto

1.5 m
3.5 m
0.5 m
5.0 m

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Irrigation Engineering
The uplift pressure on a dam can be controlled by i) constructing cutoff under upstream face ii) constructing drainage channels bet-ween the dam and its foundation iii) by pressure grouting in foundation The corret answer is

only (i)
(i), (ii) and (iii)
both (i) and (iii)
both (i) and (ii)

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Irrigation Engineering
Which of the following methods of applying water may be used on rolling land ?

check flooding
free flooding
furrow flooding
boarder flooding

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

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Irrigation Engineering
In a concrete canal the approximate permissible velocity of water should not exceed

1 m/sec
2 m/sec
0.5 m/sec
1.5 m/sec

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