Implicit finite volume simulation of 2D shallow water flows in flexible meshes

被引:28
作者
Fernandez-Pato, J. [1 ]
Morales-Hernandez, M. [1 ]
Garcia-Navarro, P. [1 ]
机构
[1] Univ Zaragoza, CSIC, LIFTEC, Zaragoza, Spain
关键词
Finite volumes; Shallow-water equations; Implicit schemes; Unstructured meshes; Efficiency analysis; LARGE TIME-STEP; SOURCE TERMS; RIEMANN SOLVERS; OVERLAND-FLOW; RIVER FLOW; MODEL; EQUATIONS; ALGORITHMS; CONSERVATION; STABILITY;
D O I
10.1016/j.cma.2017.08.050
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
In this work, an implicit method for solving 2D hyperbolic systems of equations is presented, focusing on the application to the 2D shallow water equations. It is based on the first order Roe's scheme, in the framework of finite volume methods. A conservative linearization is done for the flux terms, leading to a non-structured matrix for unstructured meshes thus requiring iterative methods for solving the system. The validation is done by comparing numerical and exact solutions in both unsteady and steady cases. In order to test the applicability of the implicit scheme to real world situations, a laboratory scale tsunami simulation is carried out and compared to the experimental data. The implicit schemes have the advantage of the unconditional stability, but a quality loss in the transient solution can appear for high CFL numbers. The properties of the scheme are well suited for the simulation of unsteady shallow water flows over irregular topography using all kind of meshes. (C) 2017 Elsevier B.V. All rights reserved.
引用
收藏
页码:1 / 25
页数:25
相关论文
共 37 条
[1]  
Anderson JD., 1995, Computational Fluid Dynamics
[2]  
Bagheri J., 2013, J APPL COMPUT MATH, V2, P132
[3]  
Barley J., 1988, 288 U READ
[4]   Friction term discretization and limitation to preserve stability and conservation in the 1D shallow-water model:: Application to unsteady irrigation and river flow [J].
Burguete, J. ;
Garcia-Navarro, P. ;
Murillo, J. .
INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN FLUIDS, 2008, 58 (04) :403-425
[5]   Implicit schemes with large time step for non-linear equations:: application to river flow hydraulics [J].
Burguete, J ;
García-Navarro, P .
INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN FLUIDS, 2004, 46 (06) :607-636
[6]   SEMI-IMPLICIT FINITE-DIFFERENCE METHODS FOR THE 2-DIMENSIONAL SHALLOW-WATER EQUATIONS [J].
CASULLI, V .
JOURNAL OF COMPUTATIONAL PHYSICS, 1990, 86 (01) :56-74
[7]   Experimental validation of two-dimensional depth-averaged models for forecasting rainfall-runoff from precipitation data in urban areas [J].
Cea, L. ;
Garrido, M. ;
Puertas, J. .
JOURNAL OF HYDROLOGY, 2010, 382 (1-4) :88-102
[8]   2D Zero-Inertia Model for Solution of Overland Flow Problems in Flexible Meshes [J].
Fernandez-Pato, J. ;
Garcia-Navarro, P. .
JOURNAL OF HYDROLOGIC ENGINEERING, 2016, 21 (11)
[9]   Numerical simulation of valley flood using an implicit diffusion wave model [J].
Fernandez-Pato, J. ;
Garcia-Navarro, P. .
INGENIERIA DEL AGUA, 2016, 20 (03) :115-126
[10]   On numerical treatment of the source terms in the shallow water equations [J].
Garcia-Navarro, P ;
Vazquez-Cendon, ME .
COMPUTERS & FLUIDS, 2000, 29 (08) :951-979