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Irrigation Engineering

Irrigation Engineering
River training for depth is achieved by

construction of dykes or leavees
groynes and bandalling
groynes
both (A) and (B)

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Irrigation Engineering
The maximum average depth due to one day storm over an area of 100 km2 is 100 mm. Depth-Area-Duration (DAD) curves indicate that for the same area of 100 km2 the maximum average depth for a 3 hour storm will be

100 mm
None of these
more than 100 mm
less than 100 mm

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Irrigation Engineering
In North Indian Plains, optimum depth of kor watering for wheat, is

19.0 cm
17.5 cm
23.0 cm
13.5 cm

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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

setting
flexibility
sensitivity
proportionality

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

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

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Irrigation Engineering
Borrow pits should preferably be located in

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

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