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Irrigation Engineering

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
Meandering of a river generally occurs, in

Rocky stage
Boulder stage
Delta stage
Trough stage

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Irrigation Engineering
Side slopes generally kept for canals in loam soil, are:

Both (A) and (B)
1 : 1 in cutting and 1½ : 1 in filling
1½ : 1 in cutting and 2 : 1 in filling
Neither (A) nor (B)

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Irrigation Engineering
Main purpose of mean water training for rivers is

All of these
To provide sufficient depth of water in navigable channels, during low water periods
To preserve the channel in good shape by efficient disposal of suspended and bed load
Flood control

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

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

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