Irrigation Engineering In a canal syphon, the flow is Pipe flow Under atmospheric pressure With critical velocity Under negative pressure Pipe flow Under atmospheric pressure With critical velocity Under negative pressure ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering River training for depth is achieved by construction of dykes or leavees groynes and bandalling both (A) and (B) groynes construction of dykes or leavees groynes and bandalling both (A) and (B) groynes ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering A river is said to be of Meandering type if it flows in sinuous curve All of these Aggrading type if it builds up its bed to a certain slope Degrading type if it cuts its bed to a certain slope Meandering type if it flows in sinuous curve All of these Aggrading type if it builds up its bed to a certain slope Degrading type if it cuts its bed to a certain slope ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering Irrigation canals are generally aligned along Valley line Ridge line Straight line Contour line Valley line Ridge line Straight line Contour line ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering According to Kennedy, the critical velocity (V₀) in meters in a channel is the mean velocity which keeps the channel free from silting or scouring. Its value is given by (where m is critical velocity ratio and D is the depth of the channel). V₀ = 0.84 mD0.54 V₀ = 0.55 mD0.64 V₀ = 0.84 mD0.64 V₀ = 0.55 mD0.54 V₀ = 0.84 mD0.54 V₀ = 0.55 mD0.64 V₀ = 0.84 mD0.64 V₀ = 0.55 mD0.54 ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering The maximum rainfall depth of 300 mm in 24 hours has a return period of 100 years. The probability of 24 hours rainfall equal to or greater than 300 mm occurring at least once in 10 years is given by 1 – (0.99)10 (0.99)10 l-(0.9)100 (0.9)00 1 – (0.99)10 (0.99)10 l-(0.9)100 (0.9)00 ANSWER DOWNLOAD EXAMIANS APP
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