Irrigation Engineering The major resisting force in a gravity dam is water pressure wave pressure uplift pressure self-weight of dam water pressure wave pressure uplift pressure self-weight of dam ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering The maximum permissible eccentricity for no tension at the base of a gravity dam is B/6 B/4 B/3 B/2 B/6 B/4 B/3 B/2 ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering The field capacity of a soil depends upon Neither (a) nor (b) Capillary tension in soil Both (a) and (b) Porosity of soil Neither (a) nor (b) Capillary tension in soil Both (a) and (b) Porosity of soil ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering The depth of the crest of a scouring sluice below the crest of a head regulator, is generally kept 3.20 m 0.20 m 2.20 m 1.20 m 3.20 m 0.20 m 2.20 m 1.20 m ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering If there are two canals taking off from each flank of a river, then there will be two divide walls and one undersluice two divide walls and two undersluices one divide wall and two undersluices one divide wall and one undersluice two divide walls and one undersluice two divide walls and two undersluices one divide wall and two undersluices one divide wall and one undersluice ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering For the design of major hydraulic structures on the canals, the method generally preferred to, is based on Bligh's theory Electrical analogy method Khosla's method of independent variables The relaxation method Bligh's theory Electrical analogy method Khosla's method of independent variables The relaxation method ANSWER DOWNLOAD EXAMIANS APP
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