Development of a hybrid particle-mesh method for simulating free-surface flows

Journal Article (2017)
Author(s)

Jakob M. Maljaars (TU Delft - Rivers, Ports, Waterways and Dredging Engineering)

Robert Jan Labeur (TU Delft - Environmental Fluid Mechanics)

Matthias Möller (TU Delft - Numerical Analysis)

Wim S.J. Uijttewaal (TU Delft - Environmental Fluid Mechanics)

Research Group
Rivers, Ports, Waterways and Dredging Engineering
DOI related publication
https://doi.org/10.1016/S1001-6058(16)60751-5
More Info
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Publication Year
2017
Language
English
Related content
Research Group
Rivers, Ports, Waterways and Dredging Engineering
Issue number
3
Volume number
29
Pages (from-to)
413-422

Abstract

In this work the feasibility of a numerical wave tank using a hybrid particle-mesh method is investigated. Based on the fluid implicit particle method (FLIP) a formulation for the hybrid method is presented for incompressible multiphase flows involving large density jumps and wave generating boundaries. The performance of the method is assessed for a standing wave and for the generation and propagation of a solitary wave over a flat and a sloping bed. A comparison is made with results obtained with a well-established SPH package. The tests demonstrate that the method is a promising and attractive tool for simulating the nearshore propagation of waves.

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