Numerical simulations of surf zone wave dynamics using Smoothed Particle Hydrodynamics

Journal Article (2019)
Author(s)

R. J. Lowe (School of Earth Sciences, Wave Energy Research Centre, University of Western Australia, ARC Centre of Excellence for Coral Reef Studies)

M. L. Buckley (University of Western Australia)

C. Altomare (Universiteit Gent, Universitat Politecnica de Catalunya)

D. P. Rijnsdorp (University of Western Australia)

Y Yao (Changsha University of Science and Technology)

T. Suzuki (Flanders Hydraulics Research, TU Delft - Environmental Fluid Mechanics)

J.D. Bricker (TU Delft - Hydraulic Structures and Flood Risk)

Environmental Fluid Mechanics
Copyright
© 2019 R. J. Lowe, M. L. Buckley, C. Altomare, D. P. Rijnsdorp, Y. Yao, T. Suzuki, J.D. Bricker
DOI related publication
https://doi.org/10.1016/j.ocemod.2019.101481
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Publication Year
2019
Language
English
Copyright
© 2019 R. J. Lowe, M. L. Buckley, C. Altomare, D. P. Rijnsdorp, Y. Yao, T. Suzuki, J.D. Bricker
Environmental Fluid Mechanics
Bibliographical Note
Green Open Access added to TU Delft Institutional Repository as part of the Taverne amendment. More information about this copyright law amendment can be found at https://www.openaccess.nl. Otherwise as indicated in the copyright section: the publisher is the copyright holder of this work and the author uses the Dutch legislation to make this work public. @en
Volume number
144
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Abstract

In this study we investigated the capabilities of the mesh-free, Lagrangian particle method (Smoothed Particle Hydrodynamics, SPH) to simulate the detailed hydrodynamic processes generated by both spilling and plunging breaking waves within the surf zone. The weakly-compressible SPH code DualSPHysics was applied to simulate wave breaking over two distinct bathymetric profiles (a plane beach and fringing reef) and compared to experimental flume measurements of waves, flows, and mean water levels. Despite the simulations spanning very different wave breaking conditions (including an extreme case with violently plunging waves on an effectively dry reef slope), the model was able to reproduce a wide range of relevant surf zone hydrodynamic processes using a fixed set of numerical parameters. This included accurate predictions of the nonlinear evolution of wave shapes (e.g., asymmetry and skewness properties), rates of wave dissipation within the surf zone, and wave setup distributions. By using this mesh-free approach, the model was able to resolve the critical crest region within the breaking waves, which provided robust predictions of the wave-induced mass fluxes within the surf zone responsible for the undertow. Within this breaking crest region, the model results capture how the potential energy of the organized wave motion is initially converted to kinetic energy and then dissipated, which reproduces the distribution of wave forces responsible for wave setup generation across the surf zone. Overall, the results reveal how the mesh-free SPH approach can accurately reproduce the detailed wave breaking processes with comparable skill to state-of-the-art mesh-based Computational Fluid Dynamics (CFD) models, and thus can be applied to provide valuable new physical insight into surf zone dynamics.

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