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Irrigation Engineering

Irrigation Engineering
A minimum of 90 cm free board is provided if the discharge in the canal is between

30 to 33 cumecs
Over 60 cumecs
30 to 60 cumecs
Over 100 cumecs

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Irrigation Engineering
To hold hydraulic jumps, baffle walls are provided in

Sarda type falls
Montague type falls
English type falls
Vertical type falls

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Irrigation Engineering
With the increase in the quantity of water supplied, the yield of most crops

increases upto a certain limit and then decreases
decreases continuously
increases upto a certain limit and then becomes constant
increases continuously

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Irrigation Engineering
According to Lacey, depth of scour in a river depends upon the straightness of the reach. If D is the depth of scour in regime flow in a right angled bend, it is

1.50 D
1.75 D
2.00 D
1.25 D

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Irrigation Engineering
If the risk of a flood occurring in the next 10 years is accepted to 10%, then the return period for design should be

1 – (0.9)°l0
1/(1-0.9°10)
1/(1+ 0.9010)
1 + (0.9)010

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

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