In the present work, a numerical model based upon the Large Eddy Simulation approach has been set up for predicting the three-dimensional flow around a cylindrical pier, mounted on a flat and fixed bed, a generic case that is relevant for the study of flow and scour around bridge piers. This turbulent flow configuration was studied experimentally by Nogueira et al. (2008) with Particle Image Velocimetry (PIV). The main goal of this paper is a first validation of the numerical model, based upon the available data. The numerical tool is capable to qualitatively reproduce the characteristic flow features around the pier, like e.g. the horseshoe vortex system and the vortex shedding in the wake. The predicted extent of the initial scour hole, b...
Scours are often observed at the bottoms of bridge piers in rivers and at poles standing on sand. In...
This work describes the free surface flow and clear water scour around an elongated vertical pier. ...
Scour at bridge piers is one of the highest contributing failure factors of bridges. One way to mini...
In the present work, a numerical model based upon the Large Eddy Simulation approach has been set up...
The research undertaken develops a numerical modelling approach to investigate the interaction betwe...
The complex flow structure around bridge piers is challenging for both experimental and numerical st...
Since local scour at bridge piers in rivers and estuaries is a major cause of bridge failure, estima...
In this article, the turbulent flow field and the scouring mechanism around a circular pier were num...
The flow pattern around a bridge pier and the scouring phenomenon are very complicated. The basic me...
In the current study, a three-dimensional CFD model is utilized to investigate the variation of the ...
The flow field around a bridge pier is complex in detail and the complexity is further increased wit...
The study presents a three-dimensional numerical simulation of turbulent flow field around unconven...
This experimental study shows the velocity and turbulence field at vicinity of cylindrical pier with...
The objective of the present paper is to investigate experimentally the flow field and the local sco...
This thesis presents a review of the reported research on local sand-bed scour around bridge piers, ...
Scours are often observed at the bottoms of bridge piers in rivers and at poles standing on sand. In...
This work describes the free surface flow and clear water scour around an elongated vertical pier. ...
Scour at bridge piers is one of the highest contributing failure factors of bridges. One way to mini...
In the present work, a numerical model based upon the Large Eddy Simulation approach has been set up...
The research undertaken develops a numerical modelling approach to investigate the interaction betwe...
The complex flow structure around bridge piers is challenging for both experimental and numerical st...
Since local scour at bridge piers in rivers and estuaries is a major cause of bridge failure, estima...
In this article, the turbulent flow field and the scouring mechanism around a circular pier were num...
The flow pattern around a bridge pier and the scouring phenomenon are very complicated. The basic me...
In the current study, a three-dimensional CFD model is utilized to investigate the variation of the ...
The flow field around a bridge pier is complex in detail and the complexity is further increased wit...
The study presents a three-dimensional numerical simulation of turbulent flow field around unconven...
This experimental study shows the velocity and turbulence field at vicinity of cylindrical pier with...
The objective of the present paper is to investigate experimentally the flow field and the local sco...
This thesis presents a review of the reported research on local sand-bed scour around bridge piers, ...
Scours are often observed at the bottoms of bridge piers in rivers and at poles standing on sand. In...
This work describes the free surface flow and clear water scour around an elongated vertical pier. ...
Scour at bridge piers is one of the highest contributing failure factors of bridges. One way to mini...