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Irrigation Engineering

Irrigation Engineering
According to Khosla’s theory, the exit gradient in the absence of a downstream cutoff is

unity
infinity
very large

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Irrigation Engineering
Coefficient of discharge of an ogee spillway

remains constant
depends on downstream apron interference and downstream submergence
depends on depth of approach and upstream slope
both (A) and (B)

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Irrigation Engineering
Wetted perimeter of a regime channel for a discharge of 64 cumecs as per Lacey’s theory will be

91m
38m
15m
19m

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Irrigation Engineering
If D₁ and D₂ are depths of water upstream and downstream of a hydraulic jump, the loss of head at the jump, is

(D₂ - D₁)3/2D₁D₂
(D₂ - D₁)3/3D₁D₂
(D₂ - D₁)3/D₁D₂
(D₂ - D₁)3/4D₁D₂

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Irrigation Engineering
The length and width of a meander and also the width of the river, vary roughly as

Discharge
Square root of the discharge
Cube of the discharge
Square of the discharge

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Irrigation Engineering
The structure constructed to allow drainage water to flow under pressure through an inverted syphon below a canal, is called

Super-aqueduct
Syphon
Super passage
Syphon aqueduct

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