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IRRIGATION ENGINEERING

Irrigation Engineering
When a canal is carried over a natural drainage, the structure provided, is known as

Syphon
Syphon-aqueduct
Aqueduct
Super passage

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Irrigation Engineering
For the upstream face of an earthen dam, the most adverse condition for stability of slope is

during construction
sloughing of slope
steady seepage
sudden drawdown

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Irrigation Engineering
If the critical shear stress of a channel is XC, then the average value of shear stress required to move the grain on the bank is

0.5 XC
0.75 TC
1.33 TC
XC

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Irrigation Engineering
Main purpose of mean water training for rivers is

All of these
To preserve the channel in good shape by efficient disposal of suspended and bed load
To provide sufficient depth of water in navigable channels, during low water periods
Flood control

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

17.5 cm
23.0 cm
19.0 cm
13.5 cm

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