A review of the state of research on bridge pier scour under combined action of waves and current

L Kumar, MS Afzal - Acta Geophysica, 2023 - Springer
This article presents a review of the state of research on bridge pier scour under combined
wave–current flow. The hydrodynamics and scour around the bridge pier under combined …

Experimental and computational investigation of local scour around bridge piers

A Khosronejad, S Kang, F Sotiropoulos - Advances in Water Resources, 2012 - Elsevier
Experiments and numerical simulations are carried out to study clear-water scour around
three bridge piers with cylindrical, square, and diamond cross-sectional shape, respectively …

3D CFD study of scour in combined wave–current flows around rectangular piles with varying aspect ratios

D Dutta, MS Afzal, S Alhaddad - Water, 2023 - mdpi.com
This study utilizes three-dimensional simulations to investigate scour in combined wave–
current flows around rectangular piles with various aspect ratios. The simulation model …

Investigation of the flow behaviour and local scour around single square-shaped cylinders at different positions in live-bed

A Bordbar, S Sharifi, H Hemida - Ocean Engineering, 2021 - Elsevier
Scour around non-circular cylinders has seldom been studied before. This paper aims to
numerically investigate the flow behaviour and evolution of local scour around two single …

Influence of turbulent horseshoe vortex and associated bed shear stress on sediment transport in front of a cylinder

J Li, M Qi, DR Fuhrman, Q Chen - Experimental Thermal and Fluid Science, 2018 - Elsevier
This study concerns the flow and associated sediment transport in front of a cylinder in
steady currents. The study comprises (i) flow characteristics induced by the turbulent …

Maximum scour depth based on magnetic field change in smart rocks for foundation stability evaluation of bridges

G Chen, BP Schafer, Z Lin, Y Huang… - Structural Health …, 2015 - journals.sagepub.com
Scour was responsible for most of the US bridges that collapsed during the past 40 years.
Due to erosion and refilling of riverbed deposits under strong current, the maximum scour …

Evaluation of empirical equations to predict bridge pier scour in a non-cohesive bed under clear-water conditions

JK Vonkeman, GR Basson - Journal of the South african institution of …, 2019 - scielo.org.za
Pier scour has been cited as the main mechanism responsible for the failure of bridges
spanning rivers. Despite extensive research since the 1950s, there is no universally agreed …

[图书][B] Fusion of numerical modeling and innovative sensing to advance bridge scour research and practice

J Tao - 2013 - search.proquest.com
Bridge scour is the erosion of sediments around bridge piers or abutments due to flowing
water. It is the number one cause of bridge failures in the United States. However, the …

Three-dimensional numerical modelling of the flow around a circular bridge pier: a scaling analysis

MC Fernández, O Skurtys - Progress in Computational Fluid …, 2020 - inderscienceonline.com
Three-dimensional numerical simulations of water flow around a vertical circular pier using
the'large Eddy simulation'method are presented. All simulations were performed using the …

A framework for numerical simulation of bridge scour focusing on the improvements of sediment transport models

J Tao, X Yu - Transportation Research Board 92nd Annual …, 2013 - trid.trb.org
Bridge scour is a complicated process involving the interactions between flow and bridge
piers and between flow and bed sediment. The existing numerical studies often coupled …