Dam-break flow computation based on an efficient flux-vector splitting

Erpicum, Sébastien; Dewals, Benjamin; Archambeau, Pierre; Pirotton, Michel

doi:10.1016/j.cam.2009.08.110

Download

Article (Scientific journals)

Dam-break flow computation based on an efficient flux-vector splitting

Erpicum, Sébastien; Dewals, Benjamin; Archambeau, Pierre et al.

2010 • In Journal of Computational and Applied Mathematics, 234, p. 2143-2151

Peer Reviewed verified by ORBi

Permalink
https://hdl.handle.net/2268/11828

DOI
10.1016/j.cam.2009.08.110

Files (1)Send to Details Statistics Bibliography Similar publications

Files

Full Text

Erpicum_Dewals_2010.pdf

Publisher postprint (923.39 kB)

Download

All documents in ORBi are protected by a user license.

Send to

RIS BibTex APA Chicago Permalink X Linkedin

Details

Keywords :

Dam-break flow; Shallow water equations; Flux vector splitting

Abstract :

[en] Dam-break flow computation is a task of prime interest in the scope of risk analysis processes related to dams and reservoirs. In this paper, a 2D finite volume multiblock flow solver, able to deal with natural topography variation, is presented in details. The model is based on an efficient Flux Vector Splitting method developed by the authors. A number of validation examples are comprehensively described.

Research Center/Unit :

Aquapôle - ULiège

Disciplines :

Civil engineering

Author, co-author :

Erpicum, Sébastien ; Université de Liège - ULiège > Département Argenco : Secteur MS2F > Hydraulique génér., const. hydraul. et méc. des fluides

Dewals, Benjamin ; Université de Liège - ULiège > Département Argenco : Secteur MS2F > Hydrodynamique appl. et constructions hydrauliques (HACH)

Archambeau, Pierre ; Université de Liège - ULiège > Département Argenco : Secteur MS2F > Hydrodynamique appl. et constructions hydrauliques (HACH)

Pirotton, Michel ; Université de Liège - ULiège > Département Argenco : Secteur MS2F > Hydrodynamique appl. et constructions hydrauliques (HACH)

Language :

English

Title :

Dam-break flow computation based on an efficient flux-vector splitting

Alternative titles :

[fr] Modélisation des écoulements consécutifs à une rupture de barrage à l'aide d'une technique de fractionnement des flux efficace

Publication date :

01 August 2010

Journal title :

Journal of Computational and Applied Mathematics

ISSN :

0377-0427

eISSN :

1879-1778

Publisher :

Elsevier Science, Amsterdam, Netherlands

Volume :

234

Pages :

2143-2151

Peer reviewed :

Peer Reviewed verified by ORBi

Additional URL :

http://dx.doi.org/10.1016/j.cam.2009.08.110

Available on ORBi :

since 23 April 2009

Statistics

Number of views

305 (75 by ULiège)

Number of downloads

721 (31 by ULiège)

More statistics

Scopus citations^®

Scopus citations^®
without self-citations

OpenCitations

OpenAlex citations

Bibliography

V. Caleffi, A. Valliani, and A. Zanni Finite volume method for simulating extreme flood events in natural channels Journal of Hydraulic Research 41 2 2003 167 177
D.L. Fread, DAMBRK: The NWS dam break flood forecasting model, National Weather Service (NWS) Report, Silver Spring, MA, USA, 1984
C.V. Bellos, and J.G. Sakkas 1-D dam-break floow-wave propagation on dry bed Journal of Hydraulic EngineeringASCE 113 12 1987 1510 1524
P. Glaister Approximate Riemann solutions of the shallow water equations Journal of Hydraulic Research 26 3 1988 293 300
R.J. Fennema, and M.H. Chaudhry Explicit methods for 2-D transient free surface flows Journal of Hydraulic EngineeringASCE 116 8 1990 1013 1034
F. Alcrudo, P. Garcia-Navarro, and J-M. Saviron Flux difference splitting for 1D open channel flow equations International Journal of Numerical Methods in Fluids 14 9 1992 1009 1018
P. Garcia-Navarro, A. Fras, and I. Villanueva Dam-break flow simulation: Some results for one-dimensional models of real cases Journal of Hydrology 216 1999 227 247
M. Pirotton, Modlisation des discontinuits en coulement instationnaire surface libre. Du ruissellement hydrologique en fine lame la propagation d'ondes conscutives aux ruptures de barrages, Ph.D. Thesis, University of Liege, 1994
S. Erpicum, T. Meile, B.J. Dewals, M. Pirotton, and A.J. Schleiss 2D numerical flow modeling in a macro-rough channel International Journal of Numerical Methods in Fluids 61 11 2009 1227 1246
B.J. Dewals, S.A. Kantoush, S. Erpicum, M. Pirotton, and A.J. Schleiss Experimental and numerical analysis of flow instabilities in rectangular shallow basins Environ. Fluid Mech. 8 2008 31 54
J.-M. Hervouet Hydrodynamique des coulements surface libre Modlisation numrique avec la mthode des lments finis 2003 Presses de l'cole nationale des Ponts et Chausses Paris
B.J. Dewals, Une approche unifie pour la modlisation d'coulements surface libre, de leur effet rosif sur une structure et de leur interaction avec divers constituants, Ph.D. Thesis, University of Liege, 2006
S. Erpicum, Optimisation objective de paramtres en coulements turbulents surface libre sur maillage multibloc, Ph.D. Thesis, University of Liege, 2006
M. Nujic Efficient implementation of non-oscillatory schemes for the computation of free surface flows Journal of Hydraulic Research 33 1 1995 101 111
S. Soares Frazao, Dam-break induced flows in complex topographies, Theoretical, numerical and experimental approaches, Ph.D. Thesis, Universit Catholique de Louvain, 2000
E. Audusse, Modlisation hyperbolique et analyse numrique pour les coulements en eaux peu profondes, Ph.D. Thesis, Universit Paris VI Pierre et Marie Curie, 2004
F. Alcrudo, and P. Garcia-Navarro A high resolution Godunov-type scheme in finite volumes for the 2D shallow-water equations International Journal of Numerical Methods in Fluids 16 1993 489 505
C. Mingham, and D. Causon High-resolution finite volume method for shallow water flows Journal of Hydraulic EngineeringASCE 124 6 1998 605 614 (Pubitemid 28424703)
K. Anastasiou, and C. Chan Solution of the 2D shallow water equations using finite volume method on unstructured triangular meshes International Journal of Numerical Methods in Fluids 24 1997 1225 1245
S. Soares Frazo, and Y. Zech Dam-break in channels with 90 bend Journal of Hydraulic EngineeringASCE 128 11 2002 956 968
F. Alcrudo, S. Soares Frazo, Conclusions from the 1st CADAM meeting, in: CADAM Proceedings-Wallingford meeting, 1998. URL: http://www.hrwallingford.co. uk/projects/CADAM/CADAM/index.html