Large Scale Sea Ice Modeling – Problems and Perspectives.

Abstract The visco‐plastic sea ice model based on [7] describes the movement of sea ice over large areas of several thousand square kilometers in time. This model has been considered in many publications and has been extended and adapted by numerically motivated and physically‐based approaches. The...

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Published in:PAMM
Main Authors: Nisters, Carina, Schröder, Jörg
Format: Article in Journal/Newspaper
Language:English
Published: Wiley 2021
Subjects:
Online Access:http://dx.doi.org/10.1002/pamm.202000242
https://onlinelibrary.wiley.com/doi/pdf/10.1002/pamm.202000242
https://onlinelibrary.wiley.com/doi/full-xml/10.1002/pamm.202000242
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spelling crwiley:10.1002/pamm.202000242 2024-06-02T08:14:12+00:00 Large Scale Sea Ice Modeling – Problems and Perspectives. Nisters, Carina Schröder, Jörg 2021 http://dx.doi.org/10.1002/pamm.202000242 https://onlinelibrary.wiley.com/doi/pdf/10.1002/pamm.202000242 https://onlinelibrary.wiley.com/doi/full-xml/10.1002/pamm.202000242 en eng Wiley http://creativecommons.org/licenses/by-nc-nd/4.0/ PAMM volume 20, issue 1 ISSN 1617-7061 1617-7061 journal-article 2021 crwiley https://doi.org/10.1002/pamm.202000242 2024-05-03T11:46:54Z Abstract The visco‐plastic sea ice model based on [7] describes the movement of sea ice over large areas of several thousand square kilometers in time. This model has been considered in many publications and has been extended and adapted by numerically motivated and physically‐based approaches. The basic model for the simulation of sea ice circulation considers sea ice velocities and stresses coupled to the field quantities of sea ice thickness and concentration. Two transient advection equations describe the development of sea ice thickness and concentration coupled with sea ice velocity. Furthermore, the viscosity in the constitutive equation is dependent on the sea ice velocities in the sense of a non‐Newtonian fluid, which makes the constitutive relationship strongly nonlinear. An extension of the model is, for example, the elasto‐visco‐plastic constitutive law proposed by [10], which gives numerical stabilization. Recent research on the finite element implementation of the sea ice model is turned to formulations based on the (mixed) Galerkin variation approach, see for example [1] and [20]. Likewise, in [15], [16], and [18] solvers are proposed for the efficient solution of the problem. In this paper, we discuss the obstacles and possibilities of a sea ice model implementation, among others, within a least‐squares finite element method (LSFEM). The mixed LSFEM is well established in fluid mechanics, and a significant advantage of the method is its applicability to first‐order systems, see e.g. [12]. Thus, this method leads to stable and robust formulations for non‐self‐adjoint systems, as they are, for example, for the tracer equations. Based on the results of the Taylor least‐squares scheme and a first‐order Crank‐Nicolson time integrator scheme for the tracer equations, see [21], we discuss here possible steps towards an adequate solution strategy for the complete sea ice model. Article in Journal/Newspaper Sea ice Wiley Online Library PAMM 20 1
institution Open Polar
collection Wiley Online Library
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language English
description Abstract The visco‐plastic sea ice model based on [7] describes the movement of sea ice over large areas of several thousand square kilometers in time. This model has been considered in many publications and has been extended and adapted by numerically motivated and physically‐based approaches. The basic model for the simulation of sea ice circulation considers sea ice velocities and stresses coupled to the field quantities of sea ice thickness and concentration. Two transient advection equations describe the development of sea ice thickness and concentration coupled with sea ice velocity. Furthermore, the viscosity in the constitutive equation is dependent on the sea ice velocities in the sense of a non‐Newtonian fluid, which makes the constitutive relationship strongly nonlinear. An extension of the model is, for example, the elasto‐visco‐plastic constitutive law proposed by [10], which gives numerical stabilization. Recent research on the finite element implementation of the sea ice model is turned to formulations based on the (mixed) Galerkin variation approach, see for example [1] and [20]. Likewise, in [15], [16], and [18] solvers are proposed for the efficient solution of the problem. In this paper, we discuss the obstacles and possibilities of a sea ice model implementation, among others, within a least‐squares finite element method (LSFEM). The mixed LSFEM is well established in fluid mechanics, and a significant advantage of the method is its applicability to first‐order systems, see e.g. [12]. Thus, this method leads to stable and robust formulations for non‐self‐adjoint systems, as they are, for example, for the tracer equations. Based on the results of the Taylor least‐squares scheme and a first‐order Crank‐Nicolson time integrator scheme for the tracer equations, see [21], we discuss here possible steps towards an adequate solution strategy for the complete sea ice model.
format Article in Journal/Newspaper
author Nisters, Carina
Schröder, Jörg
spellingShingle Nisters, Carina
Schröder, Jörg
Large Scale Sea Ice Modeling – Problems and Perspectives.
author_facet Nisters, Carina
Schröder, Jörg
author_sort Nisters, Carina
title Large Scale Sea Ice Modeling – Problems and Perspectives.
title_short Large Scale Sea Ice Modeling – Problems and Perspectives.
title_full Large Scale Sea Ice Modeling – Problems and Perspectives.
title_fullStr Large Scale Sea Ice Modeling – Problems and Perspectives.
title_full_unstemmed Large Scale Sea Ice Modeling – Problems and Perspectives.
title_sort large scale sea ice modeling – problems and perspectives.
publisher Wiley
publishDate 2021
url http://dx.doi.org/10.1002/pamm.202000242
https://onlinelibrary.wiley.com/doi/pdf/10.1002/pamm.202000242
https://onlinelibrary.wiley.com/doi/full-xml/10.1002/pamm.202000242
genre Sea ice
genre_facet Sea ice
op_source PAMM
volume 20, issue 1
ISSN 1617-7061 1617-7061
op_rights http://creativecommons.org/licenses/by-nc-nd/4.0/
op_doi https://doi.org/10.1002/pamm.202000242
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