A fully consistent and conservative vertically adaptive coordinate system for SLIM 3D v0.4 with an application to the thermocline oscillations of Lake Tanganyika

The discontinuous Galerkin (DG) finite element method is well suited for the modelling, with a relatively small number of elements, of three-dimensional flows exhibiting strong velocity or density gradients. Its performance can be highly enhanced by having recourse to r-adaptivity. Here, a vertic...

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Main Authors: P. Delandmeter, J. Lambrechts, V. Legat, V. Vallaeys, J. Naithani, W. Thiery, J.-F. Remacle, E. Deleersnijder
Format: Article
Language:English
Published: Copernicus Publications 2018-03-01
Series:Geoscientific Model Development
Online Access:https://www.geosci-model-dev.net/11/1161/2018/gmd-11-1161-2018.pdf
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spelling doaj-fc64d4ef26c54a648d1edcdbefbf55052020-11-24T22:55:57ZengCopernicus PublicationsGeoscientific Model Development1991-959X1991-96032018-03-01111161117910.5194/gmd-11-1161-2018A fully consistent and conservative vertically adaptive coordinate system for SLIM 3D v0.4 with an application to the thermocline oscillations of Lake TanganyikaP. Delandmeter0P. Delandmeter1J. Lambrechts2V. Legat3V. Vallaeys4J. Naithani5W. Thiery6W. Thiery7J.-F. Remacle8E. Deleersnijder9E. Deleersnijder10Université catholique de Louvain, Institute of Mechanics, Materials and Civil Engineering (IMMC), Avenue Georges Lemaître 4, 1348 Louvain-la-Neuve, BelgiumUtrecht University, Institute for Marine and Atmospheric Research, Princetonplein 5, 3584 CC Utrecht, the NetherlandsUniversité catholique de Louvain, Institute of Mechanics, Materials and Civil Engineering (IMMC), Avenue Georges Lemaître 4, 1348 Louvain-la-Neuve, BelgiumUniversité catholique de Louvain, Institute of Mechanics, Materials and Civil Engineering (IMMC), Avenue Georges Lemaître 4, 1348 Louvain-la-Neuve, BelgiumUniversité catholique de Louvain, Institute of Mechanics, Materials and Civil Engineering (IMMC), Avenue Georges Lemaître 4, 1348 Louvain-la-Neuve, BelgiumUniversité catholique de Louvain, Institute of Mechanics, Materials and Civil Engineering (IMMC), Avenue Georges Lemaître 4, 1348 Louvain-la-Neuve, BelgiumETH Zürich, Institute for Atmospheric and Climate Sciences, Universitätstrasse 16, 8092 Zürich, SwitzerlandVrije Universiteit Brussel, Department of Hydrology and Hydraulic Engineering, Pleinlaan 2, 1050 Brussels, BelgiumUniversité catholique de Louvain, Institute of Mechanics, Materials and Civil Engineering (IMMC), Avenue Georges Lemaître 4, 1348 Louvain-la-Neuve, BelgiumUniversité catholique de Louvain, Institute of Mechanics, Materials and Civil Engineering (IMMC) & Earth and Life Institute (ELI), Avenue Georges Lemaître 4, 1348 Louvain-la-Neuve, BelgiumDelft University of Technology, Delft Institute of Applied Mathematics (DIAM), Mekelweg 4, 2628 CD Delft, the NetherlandsThe discontinuous Galerkin (DG) finite element method is well suited for the modelling, with a relatively small number of elements, of three-dimensional flows exhibiting strong velocity or density gradients. Its performance can be highly enhanced by having recourse to r-adaptivity. Here, a vertical adaptive mesh method is developed for DG finite elements. This method, originally designed for finite difference schemes, is based on the vertical diffusion of the mesh nodes, with the diffusivity controlled by the density jumps at the mesh element interfaces. <br><br> The mesh vertical movement is determined by means of a conservative arbitrary Lagrangian–Eulerian (ALE) formulation. Though conservativity is naturally achieved, tracer consistency is obtained by a suitable construction of the mesh vertical velocity field, which is defined in such a way that it is fully compatible with the tracer and continuity equations at a discrete level.<br><br> The vertically adaptive mesh approach is implemented in the three-dimensional version of the geophysical and environmental flow Second-generation Louvain-la-Neuve Ice-ocean Model (SLIM 3D; <a href="www.climate.be/slim" target="_blank">www.climate.be/slim</a>). Idealised benchmarks, aimed at simulating the oscillations of a sharp thermocline, are dealt with. Then, the relevance of the vertical adaptivity technique is assessed by simulating thermocline oscillations of Lake Tanganyika. The results are compared to measured vertical profiles of temperature, showing similar stratification and outcropping events.https://www.geosci-model-dev.net/11/1161/2018/gmd-11-1161-2018.pdf
collection DOAJ
language English
format Article
sources DOAJ
author P. Delandmeter
P. Delandmeter
J. Lambrechts
V. Legat
V. Vallaeys
J. Naithani
W. Thiery
W. Thiery
J.-F. Remacle
E. Deleersnijder
E. Deleersnijder
spellingShingle P. Delandmeter
P. Delandmeter
J. Lambrechts
V. Legat
V. Vallaeys
J. Naithani
W. Thiery
W. Thiery
J.-F. Remacle
E. Deleersnijder
E. Deleersnijder
A fully consistent and conservative vertically adaptive coordinate system for SLIM 3D v0.4 with an application to the thermocline oscillations of Lake Tanganyika
Geoscientific Model Development
author_facet P. Delandmeter
P. Delandmeter
J. Lambrechts
V. Legat
V. Vallaeys
J. Naithani
W. Thiery
W. Thiery
J.-F. Remacle
E. Deleersnijder
E. Deleersnijder
author_sort P. Delandmeter
title A fully consistent and conservative vertically adaptive coordinate system for SLIM 3D v0.4 with an application to the thermocline oscillations of Lake Tanganyika
title_short A fully consistent and conservative vertically adaptive coordinate system for SLIM 3D v0.4 with an application to the thermocline oscillations of Lake Tanganyika
title_full A fully consistent and conservative vertically adaptive coordinate system for SLIM 3D v0.4 with an application to the thermocline oscillations of Lake Tanganyika
title_fullStr A fully consistent and conservative vertically adaptive coordinate system for SLIM 3D v0.4 with an application to the thermocline oscillations of Lake Tanganyika
title_full_unstemmed A fully consistent and conservative vertically adaptive coordinate system for SLIM 3D v0.4 with an application to the thermocline oscillations of Lake Tanganyika
title_sort fully consistent and conservative vertically adaptive coordinate system for slim 3d v0.4 with an application to the thermocline oscillations of lake tanganyika
publisher Copernicus Publications
series Geoscientific Model Development
issn 1991-959X
1991-9603
publishDate 2018-03-01
description The discontinuous Galerkin (DG) finite element method is well suited for the modelling, with a relatively small number of elements, of three-dimensional flows exhibiting strong velocity or density gradients. Its performance can be highly enhanced by having recourse to r-adaptivity. Here, a vertical adaptive mesh method is developed for DG finite elements. This method, originally designed for finite difference schemes, is based on the vertical diffusion of the mesh nodes, with the diffusivity controlled by the density jumps at the mesh element interfaces. <br><br> The mesh vertical movement is determined by means of a conservative arbitrary Lagrangian–Eulerian (ALE) formulation. Though conservativity is naturally achieved, tracer consistency is obtained by a suitable construction of the mesh vertical velocity field, which is defined in such a way that it is fully compatible with the tracer and continuity equations at a discrete level.<br><br> The vertically adaptive mesh approach is implemented in the three-dimensional version of the geophysical and environmental flow Second-generation Louvain-la-Neuve Ice-ocean Model (SLIM 3D; <a href="www.climate.be/slim" target="_blank">www.climate.be/slim</a>). Idealised benchmarks, aimed at simulating the oscillations of a sharp thermocline, are dealt with. Then, the relevance of the vertical adaptivity technique is assessed by simulating thermocline oscillations of Lake Tanganyika. The results are compared to measured vertical profiles of temperature, showing similar stratification and outcropping events.
url https://www.geosci-model-dev.net/11/1161/2018/gmd-11-1161-2018.pdf
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