Open Access
Issue
Int. J. Simul. Multidisci. Des. Optim.
Volume 4, Number 3-4, July 2010
Page(s) 149 - 158
DOI https://doi.org/10.1051/ijsmdo/2010019
Published online 28 February 2012
  1. J – M. Hervouet, R. Samie, B. Moreau. Modelling urban areas in dam-break flood wave numerical simulations. Proceedings of RESCDAM workshop. Seinäjoki, Finland : Finnish Environment Institute (2000). [Google Scholar]
  2. Khan, R. Cadavid, S. S. Y. Wang. Simulation of channel confluence and bifurcation using the CCHE2D model. Water and Maritime Engineering. 142, 97-102, (2000). [CrossRef] [Google Scholar]
  3. V. S. Neary, et F. Sotiropoulos. Numerical investigation of laminar flows through 90-degree diversions of rectangular cross-section. Computers and Fluids. 25, 95-118, (1996). [CrossRef] [Google Scholar]
  4. L. S. Nania. PhD thesis : Metodologia numéricoexperimental para el analisis del riesgo asociado a la escorrentia pluvial en una redde calles. Departamento de Ingéniera Hidraulica, Maritima y Ambiental Barcelona, Universitat politècnica de Catalunya (1999). [Google Scholar]
  5. DHI Water and Environment, Reference Manual Mike Flood (2008). http://www.dhigroup.com, visited Marts 2008. [Google Scholar]
  6. W. J. Sume. Modelling of Bends and Hydraulic Structures in a Two-Dimensional Scheme. Conference on Hydraulics in Civil Engineering, Hobart,. The Institution of Engineers, 28-30 (Australia, November 2001). [Google Scholar]
  7. P. King, B.P. Donnel. Users Guide to RMA2 WES Version 4.5. US Army, Engineer research and Development Center. Waterways Experiment Station and Hydraulics Laboratory. USA (2006) [Google Scholar]
  8. Deltares (2008), Reference Manual DELFT-FLS, http://www.wldelft.nl, visited Marts 2008. [Google Scholar]
  9. S. Boonya-aroonnet, C. Maksimovic, D. Prodanovic, S. Djordjevic. Urban pluvial flooding : development of GIS based pathway model for surface flooding and interface with surcharged sewer model, Desbordes M. and B. Chocat (eds) : Sustainable Techniques and Strategies in Urban Water Management. Proc. 6th Int. Conf. Novatech 2007, 1, 481-488, France, (Lyon June 2007) [Google Scholar]
  10. K. El Kadi Abderrezzak, A. Paquier and E. Mignot. Modelling flash flood propagation in urban areas using a two-dimensional numerical model, Natural Hazards, 50, 433-460 (2009). [CrossRef] [Google Scholar]
  11. E. Mignot, A. Paquier and S. Haider, Modeling floods in a dense urban area using 2D shallow water equations, J. Hydrol., 327(1-2), 186-199, (2006). [CrossRef] [Google Scholar]
  12. J. Lhomme, C. Bouvier, E. Mignot and A. Paquier. One-dimensional GIS-based model compared to two-dimensional model in urban floods simulations. Water Science and Technology, 54(67), 83-91 (2006). [CrossRef] [Google Scholar]
  13. H. Capart, D. L. Young, Y. Zech. Voronoï imaging methods for the measurement of granular flows. Experiments in Fluids, 32, 121-135, (2002). [CrossRef] [Google Scholar]
  14. D. B. Kothe, R. C. Mjolsness and M. D. Torrey. RIPPLE : a computer program for incompressible flows with free surfaces, Los Alamos National Laboratory, Report LA 12007 MS (1991). [Google Scholar]
  15. P. Lin and P. L. -F. Liu. Turbulence transport, vorticity dynamics, and solute mixing under plunging breaking waves in surfzone, J. Geophys. Res., 103, 15677-15694, (1998). [CrossRef] [Google Scholar]
  16. W. Rodi. Turbulence Models and Their Application in Hydraulics, International Association of Hydraulic Engineering (IAHR) Monograph, Delft, The Netherlands, (1980). [Google Scholar]
  17. E. Launder and D. B. Spalding. The numerical computation of turbulent flows. Computer Methods in Applied Mechanics and Engineering. 3, 269-289, (1974). [CrossRef] [Google Scholar]
  18. Y. Yang, M. Gu, S. Chen and X. Jin. New inflow boundary conditions for modelling the neutral equilibrium atmospheric boundary layer in computational wind engineering. Journal of Wind Engineering and Industrial Aerodynamics, 97, 88-95 (2009). [CrossRef] [Google Scholar]
  19. V. Yakhot, S. A. Orszag. Renormalization group analysis of turbulence. Journal of Scientific Computing 1, 3–51, (1986). [CrossRef] [MathSciNet] [Google Scholar]
  20. V. Yakhot, L. M. Smith, The renormalization group, the ε-expansion and derivation of turbulence models, J. Sci. Comput, 7, 35-61, (1992). [CrossRef] [Google Scholar]
  21. T. –H. Shih, W. W. Liou, A. Shabbir and J. Zhu. A New k-ε Eddy-Viscosity Model for High Reynolds Number Turbulent Flows - Model Development and Validation, Computers & Fluids, 24(3), 227-238 (1995). [CrossRef] [Google Scholar]
  22. C. Wilcox. Turbulence Modeling for CFD, 2nd Edition, DCW Industries, Inc (1988). [Google Scholar]

Current usage metrics show cumulative count of Article Views (full-text article views including HTML views, PDF and ePub downloads, according to the available data) and Abstracts Views on Vision4Press platform.

Data correspond to usage on the plateform after 2015. The current usage metrics is available 48-96 hours after online publication and is updated daily on week days.

Initial download of the metrics may take a while.