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Irrigation Engineering

Irrigation Engineering
Wetted perimeter of a regime channel for a discharge of 64 cumecs as per Lacey’s theory will be

19m
38m
91m
15m

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Irrigation Engineering
Lining of irrigation channels

decreases the waterlogging area
does not change the water logging area
None of these
increases the waterlogging area

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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

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

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Irrigation Engineering
For a catchment area of 120 km2, the equilibrium discharge in m3/hour of an S-curve obtained by the summation of 6 hour unit hydro graph is

0.2 x 106
0.6 x 106
2.4 xlO6
7.2 xlO6

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Irrigation Engineering
A river training work is generally required when the river is

Meandering
All of these
Degrading
Aggrading

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

6 cumecs
14 cumecs
10 cumecs
20 cumecs

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