A reappraisal of Taylor-Galerkin algorithm for drying-wetting areas in shallow water computations

被引:33
作者
Quecedo, M
Pastor, M
机构
[1] ENUSA, Madrid, Spain
[2] ETSI Caminos, Dept Appl Math, Madrid, Spain
[3] Ctr Estudios & Expt Obras Publ, Madrid, Spain
关键词
dam-break; drying-wetting; Taylor-Galerkin;
D O I
10.1002/fld.225
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
Non-linear shallow water equations are a useful approximation to phenomena such as estuary dynamics, tidal propagation, breaking of a dam, flood waves, etc. Quite frequently they involve propagation over dry beds and drying of wet zones, for which boundary changes. To solve this problem either special techniques such as remeshing and Arbitrary Lagrangian Eulerian formulations or algorithms initially developed for flows exhibiting shocks have been proposed in past years. The purpose of this paper is to show how classical finite elements formulations, such as Taylor-Galerkin can be applied to solve the problem to wetting-drying areas in a simple yet efficient manner. Copyright (C) 2002 John Wiley Sons, Ltd.
引用
收藏
页码:515 / 531
页数:17
相关论文
共 28 条
[1]   A HIGH-RESOLUTION GODUNOV-TYPE SCHEME IN FINITE VOLUMES FOR THE 2D SHALLOW-WATER EQUATIONS [J].
ALCRUDO, F ;
GARCIANAVARRO, P .
INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN FLUIDS, 1993, 16 (06) :489-505
[2]  
[Anonymous], THESIS U WALES SWANS
[3]  
Brufau P, 2000, INT J NUMER METH FL, V33, P35, DOI 10.1002/(SICI)1097-0363(20000515)33:1<35::AID-FLD999>3.0.CO
[4]  
2-D
[5]   TIME-ACCURATE SOLUTION OF ADVECTION-DIFFUSION PROBLEMS BY FINITE-ELEMENTS [J].
DONEA, J ;
GIULIANI, S ;
LAVAL, H ;
QUARTAPELLE, L .
COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 1984, 45 (1-3) :123-145
[7]   Experimental and numerical assessment of the shallow water model for two-dimensional dam-break type problems [J].
Fraccarollo, L ;
Toro, EF .
JOURNAL OF HYDRAULIC RESEARCH, 1995, 33 (06) :843-864
[8]  
HIRSCH C, 1990, NUMERICAL COMPUTATIO
[9]   FINITE-ELEMENT SIMULATION OF FLOW IN DEFORMING REGIONS [J].
LYNCH, DR ;
GRAY, WG .
JOURNAL OF COMPUTATIONAL PHYSICS, 1980, 36 (02) :135-153
[10]   Two-dimensional analysis of dam-break flow in vertical plane [J].
Mohapatra, PK ;
Eswaran, V ;
Bhallamudi, SM .
JOURNAL OF HYDRAULIC ENGINEERING-ASCE, 1999, 125 (02) :183-192