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Irrigation Engineering

Irrigation Engineering
Tortuosity of a meandering river is always

greater than 1
equal to 1
less than 1
less than or equal to 1

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Irrigation Engineering
The forces, which are considered for the analysis of an elementary profile of a gravity dam under empty reservoir condition, are
i) Water pressure
ii) Self weight
iii) Uplift
iv) Pressure due to earthquake
The correct answer is

(i), (ii) and (iv)
(i), (ii), (iii) and (iv)
Only (ii)
(i), (ii) and (iii)

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Irrigation Engineering
With the increase in the quantity of water supplied, the yield of most crops

decreases continuously
increases upto a certain limit and then decreases
increases continuously
increases upto a certain limit and then becomes constant

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

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

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Irrigation Engineering
V and R are the regime mean velocity and hydraulic mean depth respectively in meters. Lacey's silt factor f is

5V²/2R
3V²/4R
2V²/5R
2V²/√3 R

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Irrigation Engineering
In gravity canals, F.S.L. is

Only a few cm above the ground level
Always at the ground level
Always below the ground level
Generally 4 to 5 metres above the ground level

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