Numerical and experimental studies were carried out to investigate the effect of different
contraction ratios and entrance angles of bridge abutment on local scour depth. A 3-D …

In this paper, the effects of different widths and lengths of collar around bridge abutment on
local scour depth are studied numerically and experimentally. Numerical simulation of scour …

Owing to the interaction between three-dimensional (3D) flow pattern and bed material, the
process of local scouring around bridge piers is complex. Simply using the empirical scour …

Local scouring around bridge piers is a natural phenomenon caused by the erosive process
of flowing stream on alluvial beds. The 3D flow field around bridge piers interacting with the …

A precise prediction of maximum scour depth (MSD) around piers under icecovered
conditions is crucial for the safe design of the bridge foundation. Due to the lack of …

Accepted: 17/02/2024 The technique of scouring involves removing silt from bridge piers
and abutments using the hydraulic force of flowing water. Moving water flows create …

Local scouring around bridge piers is a natural phenomenon caused by the erosive process
of flowing stream on alluvial beds. The 3D flow field around bridge piers interacting with the …