Calculate the top width of the weir wall (B’) if the head of the water over the weir wall at the time of the maximum flood is 2 m. Take the specific gravity of the floor material as 2.4.
(a) 1.7 m
(b) 2 m
(c) 2.4 m
(d) 1.3 m
The question was posed to me in an international level competition.
My question comes from Seepage Theories in division Seepage Theories and Weirs and Barrages Design of Irrigation Engineering