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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

45°
90°
60°
30°

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Irrigation Engineering
The normal annual precipitation at stations X, A, B and C are 700 mm, 1000 mm, 900 mm and 800 mm respectively. If the storm precipitation at three station A, B and C were 100 mm, 90 mm and 80 mm respectively, then the storm precipitation for station X will be

80mm
70mm
105 mm
90 mm

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Irrigation Engineering
The most suitable location of a canal head work, is

Rock stage of the river
Delta stage of the river
Boulders stage of the river
Trough stage of the river

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Irrigation Engineering
An aggrading river is a

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

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Irrigation Engineering
Horizontal acceleration due to earthquake results in

inertia force into the body of the dam
hydrodynamic pressure
both (A) and (B)
None of these

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Irrigation Engineering
If V₀ is the critical velocity of a channel, its silt transporting power, according to Kennedy, is proportional to

V₀7/2
V₀3/2
V₀5/2
V₀1/2

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