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Irrigation Engineering

Irrigation Engineering
A 6 hours storm had 4 cm of rainfall and the resulting runoff was 2 cm. If

4 cm
4.5 cm
5 cm
6.0 cm

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Irrigation Engineering
The ratio of average values of shear stresses produced on the bed and the banks of a channel due to flowing water is

equal to zero
less than 1
greater than 1
equal to 1

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Irrigation Engineering
Bed bars in a canal are provided

To watch the general behavior of canal
To raise the supply level
To control the silting
To measure the discharge

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Irrigation Engineering
The ratio of rate of change of the discharge of an outlet to the rate of change of the discharge of distributing channel is called

proportionality
sensitivity
setting
flexibility

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Irrigation Engineering
If the R.L’s of canal bed level and high flood level of drainage are 212.0 m and 210.0 m respectively, then cross drainage work will be

superpassage
syphon
aqueduct
syphon aqueduct

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Irrigation Engineering
Borrow pits should preferably be located in

Central half width of the section of the canal
Fields on both sides of the canal
Field on the right side of the canal
Field on the left side of the canal

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