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Irrigation Engineering

Irrigation Engineering
A minimum of 90 cm free board is provided if the discharge in the canal is between

Over 60 cumecs
30 to 60 cumecs
Over 100 cumecs
30 to 33 cumecs

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Irrigation Engineering
If straight sides of a triangular section of a lined canal with circular bottom of radius R, make an angle θ with horizontal, the area of its cross-section, is

R (θ + cot θ)
R2 (θ + cot θ)
R (θ + tan θ)
R2 (θ + tan θ)

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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
Seepage through embankments in an earthen dam is controlled by

drainage filters
relief wells
provision of downstream berms
drain trenches

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Irrigation Engineering
When a canal is carried over a natural drainage, the structure provided, is known as

Syphon
Syphon-aqueduct
Super passage
Aqueduct

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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

2V²/5R
3V²/4R
2V²/√3 R
5V²/2R

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