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Irrigation Engineering

Irrigation Engineering
The meander pattern of a river is developed by

Dominant discharge
Maximum discharge
Average discharge
Critical discharge

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Irrigation Engineering
The major resisting force in a gravity dam is

self-weight of dam
uplift pressure
water pressure
wave pressure

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Irrigation Engineering
The depth of the crest of a scouring sluice below the crest of a head regulator, is generally kept

1.20 m
2.20 m
0.20 m
3.20 m

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Irrigation Engineering
A 6 hours storm had 4 cm of rainfall and the resulting runoff was 2 cm. If<="" div="">

4.5 cm
6.0 cm
9.0 cm
7.5 cm

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Irrigation Engineering
Silt excluders are constructed on the

canal bed upstream of head regulator
river bed downstream of head regulator
canal bed downstream of head regulator
river bed upstream of head regulator

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Irrigation Engineering
Canals taken off from ice-fed perennial rivers, are known

Permanent canals
Perennial canals
Inundation canals
Ridge canals

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