Irrigation Engineering If the straight sides of a triangular section of a lined canal with circular bottom of radius D, make an angle ? with horizontal, the hydraulic mean depth is D D/2 D/5 D/3 D D/2 D/5 D/3 ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering A divide wall is provided Parallel to the axis of weir and downstream of it Parallel to the axis of weir and upstream of it At right angle to the axis of weir At an inclination to the axis of weir Parallel to the axis of weir and downstream of it Parallel to the axis of weir and upstream of it At right angle to the axis of weir At an inclination to the axis of weir ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering V and R are the regime mean velocity and hydraulic mean depth respectively in meters. Lacey's silt factor f is 5V²/2R 2V²/5R 3V²/4R 2V²/√3 R 5V²/2R 2V²/5R 3V²/4R 2V²/√3 R ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering In a Sarda type fall, the rectangular crest, may be used for discharge up to 6 cumecs 20 cumecs 10 cumecs 14 cumecs 6 cumecs 20 cumecs 10 cumecs 14 cumecs ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering A river is said to be of Meandering type if it flows in sinuous curve Aggrading type if it builds up its bed to a certain slope Degrading type if it cuts its bed to a certain slope All of these Meandering type if it flows in sinuous curve Aggrading type if it builds up its bed to a certain slope Degrading type if it cuts its bed to a certain slope All of these ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering If it rains between 2 P.M. and 3 P.M. and the entire basin area just starts contributing water at 3 P.M. to the outlet, then time of concentration will be 30 minutes 20 minutes 15 minutes 60 minutes 30 minutes 20 minutes 15 minutes 60 minutes ANSWER DOWNLOAD EXAMIANS APP
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