Advanced Hydrodynamic Modelling of Flow at a River Bridge: Insights from 3D Computational Fluid Dynamics

Failure of river bridges is often due to hydraulic reasons, such as the development of severe scouring around piers and abutments. In many cases, the presence of bridge structures produces complex flow fields, which are difficult to predict using standard hydraulic models. This entails difficulties...

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Bibliographic Details

Published in:	Procedia Structural Integrity Vol. 62; pp. 625 - 632
Main Authors:	Lazzarin, Tommaso, Constantinescu, George, Viero, Daniele P.
Format:	Journal Article
Language:	English
Published:	Elsevier B.V 2024
Subjects:	Bed Shear Stress Bridge Computational Fluid Dynamics Hydraulic Modelling Numerical Simulations Pier Scour Bed Shear Stress Numerical Simulations Hydraulic Modelling Computational Fluid Dynamics Bridge Pier Scour
ISSN:	2452-3216, 2452-3216
Online Access:	Get full text
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