Can anyone help me to know about scour and sediment in a 180 degree sharp bend? We conducted some experiments in our laboratory (180 degree sharp bend, R/B=1) and observed that the outer wall does not contribute in scour and sediment transport. So according to these experiments, can we install some hydraulic structures in the inner wall for reduce scour? while I know all over the world, hydraulic structures such as spur dikes install in the outer wall.
Thank you for your attention.