Coupled computations of highly erosive flows with WOLF software

[1]  M. Selim Yalin,et al.  Mechanics of sediment transport , 1972 .

[2]  Michel Pirotton.  Modélisation des discontinuités en écoulement instationnaire à surface libre. Du ruissellement hydrologique en fine lame à la propagation d'ondes consécutives aux ruptures oe barrages , 1994 .

[3]  Carl L. Amos,et al.  SEDTRANS92: a sediment transport model for continental shelves , 1995 .

[4]  Pierre Y. Julien,et al.  Erosion and Sedimentation: Physical properties and dimensional analysis , 1995 .

[5]  Vijay P. Singh,et al.  Dam Breach Modeling Technology , 1996 .

[6]  Michel Pirotton.  Une approche globale pour modéliser la genèse et la propagation des crues naturelles ou accidentelles , 1997 .

[7]  P. Roe.  Approximate Riemann Solvers, Parameter Vectors, and Difference Schemes , 1997 .

[8]  Paul J. Visser,et al.  Breach growth in sand-dikes , 1998 .

[9]  Hubert Chanson,et al.  The hydraulics of open channel flow , 2004 .

[10]  N. Kraus,et al.  Cross-shore distribution of longshore sediment transport: comparison between predictive formulas and field measurements , 2001 .

[11]  Nicholas Kouwen,et al.  Stability and Erosion in Grassed Channels , 2002 .

[12]  David M. Paterson,et al.  Working with Natural Cohesive Sediments , 2002 .

[13]  Benjamin Dewals,et al.  Wolf Software: A Fully Integrated Device Applied To Modelling Gradual Dam Failures And Assessing Subsequent Risks , 2002 .

[14]  Benjamin Dewals,et al.  Dam-break hazard mitigation with geomorphic flow computation, using WOLF 2D hydrodynamic software , 2002 .