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Irrigation Engineering

Irrigation Engineering
The ratio of the head recovered to the head put in, is known as

Efficiency
Sensitivity
Modular limit
Flexibility

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Irrigation Engineering
The velocity of drainage water in the barrels of a syphon-aqueduct, is normally limited to

3 to 4 m per second
4 to 5 m per second
1 to 2 m per second
2 to 3 m per second

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Irrigation Engineering
To control the silt entry into a distributary at head regulator, King's vanes are provided which are the walls

Of height ⅓rd to ¼th the depth of water in the main canal
All listed here
Spaced at interval of 1½ times their heights
Of R.C.C. or steel plate 8 cm thick

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Irrigation Engineering
S-hydrograph is used to obtain unit hydrograph of

longer duration from shorter duration
None of these
shorter duration from longer duration
both (A) and (B)

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Irrigation Engineering
The state of the soil when plants fail to extract sufficient water for their requirements, is

None of these
Permanent wilting point
Maximum saturated point
Ultimate utilization point

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Irrigation Engineering
The difference in level between the top of a bank and supply level in a canal, is called

None of these
Height of bank
Free board
Berm

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