SOLUTION OF THE SEDIMENT TRANSPORT EQUATIONS USING A FINITE VOLUME METHOD BASED ON SIGN MATRIX

被引:26
作者
Benkhaldoun, Fayssal [1 ,2 ]
Sahmim, Slah [3 ]
Seaid, Mohammed [4 ]
机构
[1] Univ Paris 13, LAGA, F-93430 Villetaneuse, France
[2] ENS Cachan, CMLA, F-94235 Cachan, France
[3] Inst Super Informat & Multimedia Sfax, Sfax 3018, Tunisia
[4] Univ Durham, Sch Engn, Durham DH1 3LE, England
关键词
shallow water equations; sediment transport problems; finite volume method; well-balanced discretization; unstructured mesh; SHALLOW-WATER EQUATIONS; BED EVOLUTION; SOURCE TERMS; SCHEMES; FLOWS; MODEL;
D O I
10.1137/080727634
中图分类号
O29 [应用数学];
学科分类号
070104 ;
摘要
We present a finite volume method for the numerical solution of the sediment transport equations in one and two space dimensions. The numerical fluxes are reconstructed using a modified Roe scheme that incorporates, in its reconstruction, the sign of the Jacobian matrix in the sediment transport system. A well-balanced discretization is used for the treatment of source terms. The method is well balanced, nonoscillatory, and suitable for both structured and unstructured triangular meshes. An adaptive procedure is also considered for the two-dimensional problems to update the bed-load accounting for the interaction between the bed-load and the water flow. The proposed method is applied to several sediment transport problems in one and two space dimensions. The numerical results demonstrate high resolution of the proposed finite volume method and confirm its capability to provide accurate simulations for sediment transport problems under flow regimes with strong shocks.
引用
收藏
页码:2866 / 2889
页数:24
相关论文
共 25 条
[1]   Exact solutions to the Riemann problem of the shallow water equations with a bottom step [J].
Alcrudo, F ;
Benkhaldoun, F .
COMPUTERS & FLUIDS, 2001, 30 (06) :643-671
[2]   Well-balanced finite volume schemes for pollutant transport by shallow water equations on unstructured meshes [J].
Benkhaldoun, Fayssal ;
Elmahi, Imad ;
Seaid, Mohammed .
JOURNAL OF COMPUTATIONAL PHYSICS, 2007, 226 (01) :180-203
[3]   UPWIND METHODS FOR HYPERBOLIC CONSERVATION-LAWS WITH SOURCE TERMS [J].
BERMUDEZ, A ;
VAZQUEZ, E .
COMPUTERS & FLUIDS, 1994, 23 (08) :1049-1071
[4]   High-order balanced CWENO scheme for movable bed shallow water equations [J].
Caleffi, V. ;
Valiani, A. ;
Bernini, A. .
ADVANCES IN WATER RESOURCES, 2007, 30 (04) :730-741
[5]   Formation of a jump by the dam-break wave over a granular bed [J].
Capart, H ;
Young, DL .
JOURNAL OF FLUID MECHANICS, 1998, 372 :165-187
[6]   Extension of ENO and WENO schemes to one-dimensional sediment transport equations [J].
Crnjaric-Zic, N ;
Vukovic, S ;
Sopta, L .
COMPUTERS & FLUIDS, 2004, 33 (01) :31-56
[7]   Relaxation approximation to bed-load sediment transport [J].
Delis, A. I. ;
Papoglou, I. .
JOURNAL OF COMPUTATIONAL AND APPLIED MATHEMATICS, 2008, 213 (02) :521-546
[8]   Ignition of fuel issuing from a porous cylinder located adjacent to a heated wall: a numerical study [J].
Elmahi, I ;
Benkhaldoun, F ;
Borghi, R ;
Raghay, S .
COMBUSTION THEORY AND MODELLING, 2004, 8 (04) :789-809
[9]  
FREDSOE J, 1992, ADV SER OCEAN ENG, V3
[10]  
Grass A. J., 1981, Report No. FL29