Flood-induced Hydrodynamic and Debris Impact Forces on a Single-span Masonry Arch Bridge

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Abstract

This paper explores flood-induced hydrodynamic and debris impact forces on masonry arch bridges using the numerical method smoothed particle hydrodynamics (SPH). Masonry arch bridges make up a significant proportion of the bridge stock in many parts of the world, including the UK and US. Although the masonry arch is a durable bridge form, those spanning watercourses can be vulnerable to the effects of flooding. Where fast flood flows impinge on the bridge superstructure, highly transient behavior is observed, which can lead to violent interactions, especially where debris is carried by the flow. This paper investigates flood-induced impact pressures on a typical single-span masonry arch bridge subject to hydrodynamic action and discrete floating debris. Different debris orientations relative to the bridge span are considered. Results revealed that the presence of the debris can lead to impact pressures an order of magnitude greater than the hydrodynamic conditions alone. Furthermore, the influence of debris orientation at impact was significant, with the 90° orientation resulting in higher peak impact pressures with shorter impact duration compared with the 0°.

Original languageEnglish
Article number04021043
JournalJournal of Hydraulic Engineering
Volume147
Issue number11
DOIs
Publication statusPublished - 1 Nov 2021

Keywords

  • Computational fluid dynamics
  • Debris impacts
  • Flood events
  • Hydrodynamic forces
  • Masonry arch bridges
  • Smoothed particle hydrodynamics (SPH)

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