Irrigation Engineering The water utilizable by plants is available in soils mainly in the form of hydroscopic water capillary water chemical water gravity water hydroscopic water capillary water chemical water gravity water ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering The ratio of average values of shear stresses produced on the bed and the banks of a channel due to flowing water is less than 1 equal to 1 greater than 1 equal to zero less than 1 equal to 1 greater than 1 equal to zero ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering The length and width of a meander and also the width of the river, vary roughly as Square of the discharge Square root of the discharge Discharge Cube of the discharge Square of the discharge Square root of the discharge Discharge Cube of the discharge ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering The flow of water after spilling over the weir crest in chute spillway and side channel spillway respectively are Parallel and at right angle to weir crest Parallel to weir crest in both At right angle to weir crest in both At right angle and parallel to weir crest Parallel and at right angle to weir crest Parallel to weir crest in both At right angle to weir crest in both At right angle and parallel to weir crest ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering For designing the venturi head, Minimum throat width should not be less than 60 cm All listed here Length of the throat should be 2.5 times the depth measured to F.S.L. in the main canal Width of the throat should not be less than one-third of the bed width of main canal Minimum throat width should not be less than 60 cm All listed here Length of the throat should be 2.5 times the depth measured to F.S.L. in the main canal Width of the throat should not be less than one-third of the bed width of main canal ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering The maximum permissible eccentricity for no tension at the base of a gravity dam is B/6 B/3 B/2 B/4 B/6 B/3 B/2 B/4 ANSWER DOWNLOAD EXAMIANS APP
EXAMIANS