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

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Irrigation Engineering
Lining of irrigation channels

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

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

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

Height of bank
Berm
Free board
None of these

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Irrigation Engineering
The unit hydrograph due to a storm may be obtained by dividing the ordinates of the direct runoff hydrograph by

total rainfall
direct runoff volume
None of these
period of storm

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Irrigation Engineering
The downstream expansion head of a guide bank is extended to subtend an angle at the centre, equal to

90°
45°
30°
60°

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