A Numerical Wave Tank Using a Hybrid Particle-mesh Approach

Journal Article (2017)
Author(s)

Jakob Maljaars (TU Delft - Civil Engineering & Geosciences)

Robert J. Labeur (TU Delft - Civil Engineering & Geosciences)

Matthias Möller (TU Delft - Electrical Engineering, Mathematics and Computer Science)

Wim Uijttewaal (TU Delft - Civil Engineering & Geosciences, TU Delft - Civil Engineering & Geosciences)

Research Group
Rivers, Ports, Waterways and Dredging Engineering
DOI related publication
https://doi.org/10.1016/j.proeng.2017.01.007 Final published version
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Publication Year
2017
Language
English
Research Group
Rivers, Ports, Waterways and Dredging Engineering
Volume number
175
Pages (from-to)
21-28
Event
1st International Conference on the Material Point Method (2017-01-10 - 2017-01-13), Deltares, Delft, Netherlands
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137
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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 generic formulation for the hybrid method is presented for incompressible multi-phase flows involving large density jumps and wave generating boundaries. The performance of the method is assessed for a standing wave, and the generation and propagation of a solitary wave over a flat and a sloping bed. These benchmark tests demonstrate that the method is a promising and attractive tool for simulating the nearshore propagation of waves.