Which type of weir is suitable for hard clay and consolidated gravel foundations?
(a) Gravity weir
(b) Non-gravity weir
(c) Masonry weir with a vertical drop
(d) Rock-fill weirs with sloping aprons
This question was posed to me in an online interview.
The origin of the question is Diversion Head Works in portion Diversion Head Works, Hydraulic Jump Usefulness in Irrigation Structure of Irrigation Engineering