Finite element three-dimensional Stokes ice sheet dynamics model with enhanced local mass conservation

被引:9
作者
Leng, Wei [1 ]
Ju, Lili [2 ,3 ]
Xie, Yan [1 ]
Cui, Tao [1 ]
Gunzburger, Max [4 ]
机构
[1] Chinese Acad Sci, State Key Lab Sci & Engn Comp, Beijing 100190, Peoples R China
[2] Univ S Carolina, Dept Math, Columbia, SC 29208 USA
[3] Beijing Computat Sci Res Ctr, Beijing 100084, Peoples R China
[4] Florida State Univ, Dept Comp Sci, Tallahassee, FL 32306 USA
基金
美国国家科学基金会;
关键词
Stokes ice-sheet modeling; Finite element method; Mass conservation; BENCHMARK EXPERIMENTS; GLACIER FLOW; HIGHER-ORDER; STABILITY; VELOCITY; STRESS;
D O I
10.1016/j.jcp.2014.06.014
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
Parallel finite element nonlinear Stokes models have been successfully used for three-dimensional ice-sheet and glacier simulations due to their accuracy and efficiency, and their capability for easily handling highly irregular domains and different types of boundary conditions. In particular, the well-known Taylor-Hood element pair (continuous piecewise quadratic elements for velocity and continuous piecewise linear elements for pressure) results in highly accuracy velocity and pressure approximations. However, the Taylor-Hood element suffers from poor mass conservation which can lead to significant numerical mass balance errors for long-time simulations. In this paper, we develop and investigate a new finite element Stokes ice sheet dynamics model that enforces local element-wise mass conservation by enriching the pressure finite element space by adding the discontinuous piecewise constant pressure space to the Taylor-Hood pressure space. Through various numerical tests based on manufactured solutions, benchmark test problems, and the realistic Greenland ice-sheet, we demonstrate that, for ice-sheet modeling, the enriched Taylor-Hood finite element model remains highly accurate and efficient, and is physically more reliable and robust compared to the classic Taylor-Hood finite element model. (C) 2014 Elsevier Inc. All rights reserved.
引用
收藏
页码:299 / 311
页数:13
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