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Irrigation Engineering

Irrigation Engineering
For the stability of a structure against seepage pressure according to Khosla's creep theory, the critical gradient is

0.5
Zero
0.25
1

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Irrigation Engineering
When a canal flowing under pressure is carried below a natural drainage such that its F.S.L. doesnot touch the underside of the supporting structure, the structure so provided, is called

Aqueduct
Syphon-aqueduct
Syphon
Super passage

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

R (θ + cos θ)
2R (θ + tan θ)
2R (θ + cos θ)
R (θ + tan θ)

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

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

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Irrigation Engineering
In a barrage, the crest level is kept

High with no gates
High with large gates
Low with no gates
Low with large gates

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Irrigation Engineering
For a proportional outlet, the flexibility is

zero
greater than 1
1
between zero and 1

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