Irrigation Engineering To control the silt entry into a distributary at head regulator, King's vanes are provided which are the walls Of height ⅓rd to ¼th the depth of water in the main canal Spaced at interval of 1½ times their heights All listed here Of R.C.C. or steel plate 8 cm thick Of height ⅓rd to ¼th the depth of water in the main canal Spaced at interval of 1½ times their heights All listed here Of R.C.C. or steel plate 8 cm thick ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering A runoff river plant is None of these a medium head scheme a high head scheme a low head scheme None of these a medium head scheme a high head scheme a low head scheme ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering Hydrodynamic pressure due to earthquake acts at a height of 4H/3π below the water surface, where H is the depth of water 3H/4π below the water surface 4H/3π above the base 3H/4π above the base 4H/3π below the water surface, where H is the depth of water 3H/4π below the water surface 4H/3π above the base 3H/4π above the base 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 greater than 1 equal to zero equal to 1 less than 1 greater than 1 equal to zero equal to 1 ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering River training for depth is achieved by groynes both (A) and (B) construction of dykes or leavees groynes and bandalling groynes both (A) and (B) construction of dykes or leavees groynes and bandalling ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering For a unique design of a channel by Kennedy's theory All of these Its breadth must only be known Its depth must only be known Its breadth and depth ratio must only be known All of these Its breadth must only be known Its depth must only be known Its breadth and depth ratio must only be known ANSWER DOWNLOAD EXAMIANS APP