Irrigation Engineering The major resisting force in a gravity dam is wave pressure uplift pressure self-weight of dam water pressure wave pressure uplift pressure self-weight of dam water pressure ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering The most suitable section of a lined canal, is None of these Triangular section with circular bottom for small canals Trapezoidal section with rounded corners for large canals Both (a) and (b) None of these Triangular section with circular bottom for small canals Trapezoidal section with rounded corners for large canals Both (a) and (b) ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering The most suitable location of a canal head work, is Delta stage of the river Trough stage of the river Rock stage of the river Boulders stage of the river Delta stage of the river Trough stage of the river Rock stage of the river Boulders stage of the river ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering When a canal flowing under pressure is carried below a natural drainage such that its F.S.L. doesnot touch the underside of the supporting structure, the structure so provided, is called Syphon Syphon-aqueduct Super passage Aqueduct Syphon Syphon-aqueduct Super passage Aqueduct ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering S-hydrograph is used to obtain unit hydrograph of None of these both (A) and (B) longer duration from shorter duration shorter duration from longer duration None of these both (A) and (B) longer duration from shorter duration shorter duration from longer duration ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering The width of a meander belt is the transverse distance between None of these Apex point and the crossing Apex point of one curve and apex point of the reserve curve Two banks of meandering river None of these Apex point and the crossing Apex point of one curve and apex point of the reserve curve Two banks of meandering river ANSWER DOWNLOAD EXAMIANS APP
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