Fourier stability analysis of two-dimensional finite element schemes for shallow water equations

被引:2
作者
Anmala, Jagadeesh [1 ]
Mohtar, Rabi H. [2 ]
机构
[1] Birla Inst Technol & Sci, Dept Civil Engn, Hyderabad, Andhra Pradesh, India
[2] Purdue Univ, Dept Agr & Biol Engn, W Lafayette, IN 47907 USA
关键词
numerical stability; time step; finite element method; amplification factor; wave number; Courant number; DYNAMIC TIME-STEP; DISPERSION ANALYSIS; VOLUME MODEL; FLOW; TRANSPORT; ACCURACY;
D O I
10.1080/10618562.2011.560572
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
This article presents a stability-based analysis of amplification factors obtained using Fourier or von Neumann method for the finite element formulation of shallow water equations. A Galerkin finite element model is developed for two-dimensional shallow water equations to obtain a linearised form of the error equations. Fourier analysis is performed at the element as well as nodal levels to propose time-step criteria for consistent, upwind and lumped methods using explicit, semi-implicit and implicit schemes. The minimum and upper bound Courant numbers are computed for each finite element scheme using the coefficient method. We observed a close agreement between the amplification factors determined using integer and half-integer multiples of Courant numbers of scalar and matrix eigenvalue problems and that of minimum and upper bound Courant numbers of the coefficient method. We demonstrate that ignoring the amplification factor behaviour at the computational grid node may result in an inappropriate representation of numerical stability for certain schemes. The amplitude behaviour as a function of the Courant and wave numbers is analysed for square elements for two-dimensional field solution at each computational grid node. A relationship is derived between element error-squared norm and nodal error-squared norm.
引用
收藏
页码:75 / 94
页数:20
相关论文
共 39 条
[31]   Numerical analogs to Fourier and dispersion analysis: development, verification, and application to the shallow water equations [J].
Szpilka, CM ;
Kolar, RL .
ADVANCES IN WATER RESOURCES, 2003, 26 (06) :649-662
[32]  
Ven Te C., 1988, Applied hydrology
[33]  
Wang ML, 1997, INT J NUMER METH FL, V24, P893, DOI 10.1002/(SICI)1097-0363(19970515)24:9<893::AID-FLD521>3.3.CO
[34]  
2-Z
[35]  
Wilcox D.C., 2003, BASIC FLUID MECH, V2nd
[36]   Finite volume model for two-dimensional shallow water flows on unstructured grids [J].
Yoon, TH ;
Kang, SK .
JOURNAL OF HYDRAULIC ENGINEERING, 2004, 130 (07) :678-688
[37]   Approximate Riemann solvers in FVM for 2D hydraulic shock wave modeling [J].
Zhao, DH ;
Shen, HW ;
Lai, JS ;
Tabios, GQ .
JOURNAL OF HYDRAULIC ENGINEERING-ASCE, 1996, 122 (12) :692-702
[38]   Numerical solutions of the shallow water equations with discontinuous bed topography [J].
Zhou, JG ;
Causon, DM ;
Ingram, DM ;
Mingham, CG .
INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN FLUIDS, 2002, 38 (08) :769-788
[39]  
Zienckiewicz OC, 2000, FINITE ELEMENT METHO