Irrigation Engineering Pick up the correct sequence of the part of a canal system from the following Head works-main canal-branch canal-minor-distributary Head works-main canal-branch canal-distributary-minor Heads works-branch canal-main canal distributary, minor Head work-distributary-branch canal-minor Head works-main canal-branch canal-minor-distributary Head works-main canal-branch canal-distributary-minor Heads works-branch canal-main canal distributary, minor Head work-distributary-branch canal-minor 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 All of these Degrading type if it cuts its bed to a certain slope Meandering type if it flows in sinuous curve Aggrading type if it builds up its bed to a certain slope All of these Degrading type if it cuts its bed to a certain slope ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering Disposal of extra excavated earth of canals, is utilized to provide a spoil bank on Left side Right side Both sides All listed here Left side Right side Both sides All listed here ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering The saturation line is the line up to which banks get saturated after the canal runs for some time. The saturation gradient in ordinary loam soil, is generally 0.12569444444444 0.20902777777778 0.084027777777778 0.16736111111111 0.12569444444444 0.20902777777778 0.084027777777778 0.16736111111111 ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering The state of the soil when plants fail to extract sufficient water for their requirements, is Ultimate utilization point Permanent wilting point Maximum saturated point None of these Ultimate utilization point Permanent wilting point Maximum saturated point None of these ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering The scour depth D of a river during flood, may be calculated from the Lacey's equation D = 0.47 (Q/f) D = 0.47 (Q/f)2/3 D = 0.47 (Q/f)1/2 D = 0.47 (Q/f)1/3 D = 0.47 (Q/f) D = 0.47 (Q/f)2/3 D = 0.47 (Q/f)1/2 D = 0.47 (Q/f)1/3 ANSWER DOWNLOAD EXAMIANS APP
EXAMIANS