Irrigation Engineering Infiltration rate is always equal to or less than the infiltration capacity less than the infiltration capacity more than the infiltration capacity equal to or more than the infiltration capacity equal to or less than the infiltration capacity less than the infiltration capacity more than the infiltration capacity equal to or more than the infiltration capacity ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering Fundamental momentum equation for a hydraulic jump, is D₁² - D₂² = (2q/g) × (V₁ - V₂) D₁² - D₂² = (2q/g) × (V₂ - V₁) D₂² - D₁² = (2q/g) × (V - V₂) D₁² + D₂² = (2q/g) × (V₂ - V₁) D₁² - D₂² = (2q/g) × (V₁ - V₂) D₁² - D₂² = (2q/g) × (V₂ - V₁) D₂² - D₁² = (2q/g) × (V - V₂) D₁² + D₂² = (2q/g) × (V₂ - V₁) ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering If D is the depth of scour below original bed, then the width of launching apron is generally taken as 1.5 D 2.5 D 1.2 D 2.0 D 1.5 D 2.5 D 1.2 D 2.0 D ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering A river is said to be of 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 Meandering type if it flows in sinuous curve ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering The minimum size of stone that will remain at rest in a channel of longitudinal slope S and hydraulic mean depth R is given by 4RS 7RS 11RS 15 RS 4RS 7RS 11RS 15 RS ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering If the straight sides of a triangular section of a lined canal with circular bottom of radius R, make an angle θ with horizontal, the perimeter of the canal is R (θ + tan θ) 2R (θ + cos θ) 2R (θ + tan θ) R (θ + cos θ) R (θ + tan θ) 2R (θ + cos θ) 2R (θ + tan θ) R (θ + cos θ) ANSWER DOWNLOAD EXAMIANS APP
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