Discussion of “Discontinuous Galerkin Finite-Element Method for Simulation of Flood in Crossroads” by Rabih Ghostine, Emmanuel Mignot, Maher Abdallah, Fabrice Lawniczak, José Vazquez, Robert Mosé, and Caroline Grégoire
Publication: Journal of Hydraulic Engineering
Volume 138, Issue 6
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References
Ghostine, R., Kesserwani, G., Vazquez, J., Riviere, N., Ghenaim, A., and Mose, R. (2009). “Simulation of supercritical flow in crossroads: Confrontation of a 2D and 3D numerical approaches to experimental results.” Comput. FluidsCPFLBI, 38(2), 425–432.
Mignot, E., Riviere, N., Perkins, R., and Paquier, A. (2008). “Flow patterns in a four-branch junction with supercritical flow.” J. Hydraul. Eng.JHEND8, 134(6), 701–713.
Nania, L. S., Gomez, M., and Dolz, J. (2004). “Experimental study of the dividing flow in steep street crossings.” J. Hydraul. Res.JHYRAF, 42(4), 406–412.
Ortiz, P., Zienkiewicz, O. C., and Szmelter, J. (2006). “Hydrodynamics and transport in estuaries and rivers by the CBS finite element method.” Int. J. Numer. Meth. Eng., 66(10), 1569–1586.
Wang, J. W., and Liu, R. X. (2000). “A comparative study of finite volume methods on unstructured meshes for simulation of 2D shallow water wave problems.” Math. Comput. Simul.MCSIDR, 53(3), 171–184.
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Published In
Journal of Hydraulic Engineering
Volume 138 • Issue 6 • June 2012
Pages: 578 - 579
Copyright
© 2012. American Society of Civil Engineers.
History
Received: Nov 23, 2010
Accepted: Dec 22, 2010
Published online: May 15, 2012
Published in print: Jun 1, 2012
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Univ. of Granada, Esc. Ing. Caminos, Canales y Puertos, Campus Fuentenueva, 18071 Granada, Spain (Corresponding author). E-mail: [email protected]
Univ. of Granada, Esc. Ing. Caminos, Canales y Puertos, Campus Fuentenueva, 18071 Granada, Spain. E-mail: [email protected]
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