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Irrigation Engineering

Irrigation Engineering
A deficit of sediments in flowing water may cause a river

Sub-critical type
Aggrading type
Meandering type
Degrading type

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Irrigation Engineering
The difference in level between the top of a bank and supply level in a canal, is called

Free board
Height of bank
Berm
None of these

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Irrigation Engineering
For the design of major hydraulic structures on the canals, the method generally preferred to, is based on

Khosla's method of independent variables
Electrical analogy method
Bligh's theory
The relaxation method

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Irrigation Engineering
The flow of water after spilling over the weir crest in chute spillway and side channel spillway respectively are

At right angle to weir crest in both
Parallel to weir crest in both
At right angle and parallel to weir crest
Parallel and at right angle to weir crest

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Irrigation Engineering
In a Sarda type fall, the rectangular crest, may be used for discharge upto

20 cumecs
10 cumecs
14 cumecs
6 cumecs

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Irrigation Engineering
The sensitivity of a rigid module is

infinity
between zero and one
1
zero

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