Irrigation Engineering In a canal syphon, the flow is Under atmospheric pressure Under negative pressure Pipe flow With critical velocity Under atmospheric pressure Under negative pressure Pipe flow With critical velocity ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering Solution of Laplacian equation in three dimensions d²φ/dx² + d²φ/dy² + d²φ/dz² = 0 of water in a syphon, is done by Khosla's method Analytical method Unwin's method Method of relaxation Khosla's method Analytical method Unwin's method Method of relaxation ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering Fundamental momentum equation for a hydraulic jump, is D₁² + D₂² = (2q/g) × (V₂ - V₁) D₁² - D₂² = (2q/g) × (V₂ - V₁) D₁² - D₂² = (2q/g) × (V₁ - V₂) D₂² - D₁² = (2q/g) × (V - V₂) D₁² + D₂² = (2q/g) × (V₂ - V₁) D₁² - D₂² = (2q/g) × (V₂ - V₁) D₁² - D₂² = (2q/g) × (V₁ - V₂) D₂² - D₁² = (2q/g) × (V - V₂) ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering The length and width of a meander and also the width of the river, vary roughly as Square root of the discharge Discharge Square of the discharge Cube of the discharge Square root of the discharge Discharge Square of the discharge Cube of the discharge ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering Attracting groynes are built Inclined up stream None of these Perpendicular to the bank Inclined down stream Inclined up stream None of these Perpendicular to the bank Inclined down stream ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering A river is said to be of Meandering type if it flows in sinuous curve Degrading type if it cuts its bed to a certain slope Aggrading type if it builds up its bed to a certain slope All of these Meandering type if it flows in sinuous curve Degrading type if it cuts its bed to a certain slope Aggrading type if it builds up its bed to a certain slope All of these ANSWER DOWNLOAD EXAMIANS APP
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