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Irrigation Engineering

Irrigation Engineering
Garnett's diagrams are used for graphical solution of design equations of a canal by

Lindlay theory
Lacey's theory
Gibb's theory
Kennedy's theory

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Irrigation Engineering
To control the silt entry into a distributary at head regulator, King's vanes are provided which are the walls

Spaced at interval of 1½ times their heights
All listed here
Of height ⅓rd to ¼th the depth of water in the main canal
Of R.C.C. or steel plate 8 cm thick

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Irrigation Engineering
When a canal flowing under pressure is carried below a natural drainage such that its F.S.L. does not touch the underside of the supporting structure, the structure so provided, is called

Aqueduct
Super passage
Syphon-aqueduct
Syphon

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

1
0.25
Zero
0.5

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Irrigation Engineering
For a proportional outlet, the flexibility is

zero
1
between zero and 1
greater than 1

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Irrigation Engineering
An outlet which maintains a constant discharge irrespective of fluctuation in the water levels of the supplying channel or water course, is known as

Non-modular outlet
Flexible modular outlet
Semi-modular outlet
Right modular outlet

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