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Irrigation Engineering

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

Inundation canals
Permanent canals
Perennial canals
Ridge canals

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Irrigation Engineering
Retrogression of the bed level of a river downstream a weir, occurs due to

Less percentage of silt
Soft soil strata
Increase of the bed level
Heavy impact of water

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Irrigation Engineering
Fundamental momentum equation for a hydraulic jump, is

D₁² + D₂² = (2q/g) × (V₂ - V₁)
D₁² - D₂² = (2q/g) × (V₂ - V₁)
D₂² - D₁² = (2q/g) × (V - V₂)
D₁² - D₂² = (2q/g) × (V₁ - V₂)

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Irrigation Engineering
An aggrading river is a

neither silting nor scouring river
scouring river
silting river
both silting and scouring river

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Irrigation Engineering
When a canal flowing under pressure is carried below a natural drainage such that its F.S.L. doesnot touch the underside of the supporting structure, the structure so provided, is called

Aqueduct
Syphon
Syphon-aqueduct
Super passage

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Irrigation Engineering
Unit of runoff in M.K.S. system is

cubic metre
metre/sec
square metre
cubic metre/sec

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