Computation of three-dimensional standing water waves

被引:14
|
作者
Rycroft, Chris H. [1 ,2 ,3 ,4 ]
Wilkening, Jon [2 ,3 ]
机构
[1] Univ Calif Berkeley, Dept Phys, Berkeley, CA 94720 USA
[2] Univ Calif Berkeley, Dept Math, Berkeley, CA 94720 USA
[3] Univ Calif Berkeley, Lawrence Berkeley Natl Lab, Dept Math, Berkeley, CA 94720 USA
[4] Harvard Univ, Sch Engn & Appl Sci, Cambridge, MA 02138 USA
基金
美国国家科学基金会;
关键词
Water waves; Multigrid methods; Optimization; TIME-PERIODIC SOLUTIONS; ALMOST-HIGHEST WAVE; GRAVITY-WAVES; DEEP-WATER; FINITE DEPTH; NUMERICAL-SIMULATION; SURFACE-TENSION; WILTON RIPPLES; FARADAY WAVES; EXTREME FORM;
D O I
10.1016/j.jcp.2013.08.026
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
We develop a method for computing three-dimensional gravity-driven water waves, which we use to search for time-periodic standing wave solutions. We simulate an inviscid, irrotational, incompressible fluid bounded below by a flat wall, and above by an evolving free surface. The computations make use of spectral derivatives on the surface, but also require computing a velocity potential in the bulk, which we carry out using a finite element method with fourth-order elements that are curved to match the free surface. This computationally expensive step is solved using a parallel multigrid algorithm, which is discussed in detail. Time-periodic solutions are searched for using a previously developed overdetermined shooting method. Several families of large-amplitude three-dimensional standing waves are found in both shallow and deep regimes, and their physical characteristics are examined and compared to previously known two-dimensional solutions. Published by Elsevier Inc.
引用
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页码:612 / 638
页数:27
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