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Irrigation Engineering

Irrigation Engineering
A hydraulic structure is designed to withstand

Hydraulic jump
All of these
Seepage forces
Hydraulic pressure

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Irrigation Engineering
Borrow pits should preferably be located in

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

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Irrigation Engineering
Disposal of extra excavated earth of canals, is utilized to provide a spoil bank on

Both sides
Left side
Right side
All listed here

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Irrigation Engineering
With the increase in the quantity of water supplied, the yield of most crops

increases upto a certain limit and then becomes constant
increases continuously
increases upto a certain limit and then decreases
decreases continuously

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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
steady seepage
sudden drawdown
sloughing of slope

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Irrigation Engineering
The useful storage is the volume of water stored in the reservoir between

river bed and minimum pool level
minimum pool level and maximum pool level
normal pool level and maximum pool level
minimum pool level and normal pool level

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