Efficient non-hydrostatic modelling of 3D wave-induced currents using a subgrid approach

Journal Article (2017)
Author(s)

D. P. Rijnsdorp (Centre for Offshore Foundation Systems, University of Western Australia, TU Delft - Environmental Fluid Mechanics)

Pieter B. Smit (Spoondrift Technologies, Inc.)

M. Zijlema (TU Delft - Environmental Fluid Mechanics)

A.J.H.M. Reniers (TU Delft - Environmental Fluid Mechanics)

Environmental Fluid Mechanics
Copyright
© 2017 D.P. Rijnsdorp, Pieter B. Smit, Marcel Zijlema, A.J.H.M. Reniers
DOI related publication
https://doi.org/10.1016/j.ocemod.2017.06.012
More Info
expand_more
Publication Year
2017
Language
English
Copyright
© 2017 D.P. Rijnsdorp, Pieter B. Smit, Marcel Zijlema, A.J.H.M. Reniers
Environmental Fluid Mechanics
Volume number
116
Pages (from-to)
118-133
Reuse Rights

Other than for strictly personal use, it is not permitted to download, forward or distribute the text or part of it, without the consent of the author(s) and/or copyright holder(s), unless the work is under an open content license such as Creative Commons.

Abstract

Wave-induced currents are an ubiquitous feature in coastal waters that can spread material over the surf zone and the inner shelf. These currents are typically under resolved in non-hydrostatic wave-flow models due to computational constraints. Specifically, the low vertical resolutions adequate to describe the wave dynamics – and required to feasibly compute at the scales of a field site – are too coarse to account for the relevant details of the three-dimensional (3D) flow field. To describe the relevant dynamics of both wave and currents, while retaining a model framework that can be applied at field scales, we propose a two grid approach to solve the governing equations. With this approach, the vertical accelerations and non-hydrostatic pressures are resolved on a relatively coarse vertical grid (which is sufficient to accurately resolve the wave dynamics), whereas the horizontal velocities and turbulent stresses are resolved on a much finer subgrid (of which the resolution is dictated by the vertical scale of the mean flows). This approach ensures that the discrete pressure Poisson equation – the solution of which dominates the computational effort – is evaluated on the coarse grid scale, thereby greatly improving efficiency, while providing a fine vertical resolution to resolve the vertical variation of the mean flow. This work presents the general methodology, and discusses the numerical implementation in the SWASH wave-flow model. Model predictions are compared with observations of three flume experiments to demonstrate that the subgrid approach captures both the nearshore evolution of the waves, and the wave-induced flows like the undertow profile and longshore current. The accuracy of the subgrid predictions is comparable to fully resolved 3D simulations – but at much reduced computational costs. The findings of this work thereby demonstrate that the subgrid approach has the potential to make 3D non-hydrostatic simulations feasible at the scale of a realistic coastal region.

Files

Rijnsdorp_etal_OM_2017.pdf
(pdf | 1.12 Mb)
- Embargo expired in 04-07-2019