User menu

Two-dimensional operator for bank failures induced by water-level rise in dam-break flows

Bibliographic reference Swartenbroekx, Catherine ; Soares Frazao, Sandra ; Staquet, R. ; Zech, Yves. Two-dimensional operator for bank failures induced by water-level rise in dam-break flows. In: Journal of Hydraulic Research, Vol. 48, no. 3, p. 302-314 (2010)
Permanent URL
  1. Abad Jorge D., Buscaglia Gustavo C., Garcia Marcelo H., 2D stream hydrodynamic, sediment transport and bed morphology model for engineering applications, 10.1002/hyp.6697
  2. Amiri-Tokaldany Ebrahim, Darby Stephen E., Tosswell Paul, Coupling Bank Stability and Bed Deformation Models to Predict Equilibrium Bed Topography in River Bends, 10.1061/(asce)0733-9429(2007)133:10(1167)
  3. , River Width Adjustment. I: Processes and Mechanisms, 10.1061/(asce)0733-9429(1998)124:9(881)
  4. , River Width Adjustment. II: Modeling, 10.1061/(asce)0733-9429(1998)124:9(903)
  5. Cao Zhixian, Pender Gareth, Wallis Steve, Carling Paul, Computational Dam-Break Hydraulics over Erodible Sediment Bed, 10.1061/(asce)0733-9429(2004)130:7(689)
  6. Chen D., Duan J.D., Simulating sine-generated meandering channel evolution with an analytical model, 10.1080/00221686.2006.9521688
  7. Chiew Yee-Meng, Parker Gary, Incipient sediment motion on non-horizontal slopes, 10.1080/00221689409498706
  8. Dapporto Stefano, Rinaldi Massimo, Casagli Nicola, Failure mechanisms and pore water pressure conditions: analysis of a riverbank along the Arno River (Central Italy), 10.1016/s0013-7952(01)00026-6
  9. Darby Stephen E., Thorne Colin R., Development and Testing of Riverbank-Stability Analysis, 10.1061/(asce)0733-9429(1996)122:8(443)
  10. Duan Jennifer G., Wang Sam S. Y., Jia Yafei, The applications of the enhanced CCHE2D model to study the alluvial channel migration processes, 10.1080/00221686.2001.9628272
  11. Dulal K. P., River, Coastal and Estuarine Morphodynamics 2009, Santa Fe, Argentina (2009)
  12. El Kadi Abderrezzak Kamal, Paquier André, Gay Bernard, One-dimensional numerical modelling of dam-break waves over movable beds: application to experimental and field cases, 10.1007/s10652-008-9056-9
  13. Farshi, D. and Minor, E. 2004. “Two-dimensional fluvial channel model with bank erosion on triangular grid. Proc.River Flow 2004, Naples, Italy”. Edited by: Greco, M., Armando, C. and Della Morte, R. Balkema, Rotterdam, 2, 999–1003
  14. Fraccarollo L., Capart H., Zech Y., A Godunov method for the computation of erosional shallow water transients, 10.1002/fld.475
  15. García M. H., Sedimentation Engineering Processes, Measurements, Modeling and Practice (2008)
  16. Goutière L., Soares-Frazão S., Savary C., Laraichi T., Zech Y., One-Dimensional Model for Transient Flows Involving Bed-Load Sediment Transport and Changes in Flow Regimes, 10.1061/(asce)0733-9429(2008)134:6(726)
  17. Kovacs Agnes, Parker Gary, A new vectorial bedload formulation and its application to the time evolution of straight river channels, 10.1017/s002211209400114x
  18. Langendoen Eddy J., Simon Andrew, Modeling the Evolution of Incised Streams. II: Streambank Erosion, 10.1061/(asce)0733-9429(2008)134:7(905)
  19. Langendoen Eddy J., Wells Robert R., Thomas Robert E., Simon Andrew, Bingner Ronald L., Modeling the Evolution of Incised Streams. III: Model Application, 10.1061/(asce)hy.1943-7900.0000029
  20. Li, L. and Wang, S. S.Y. 1993. “Numerical modeling of alluvial stream bank erosion. Proc.Advances in Hydro-science and Engineering 1993, Washington, DC”. Edited by: Wang, S. S.Y. Center for Computational Hydroscience and Engineering, University of Mississippi, Oxford, MI, 1. 2085–2090
  21. Mengoni B., River, Coastal and Estuarine Morphodynamics 2005, Urbana IL (2005)
  22. Menéndez, A. N., García, P. E., Rodríguez Ardila, J., Laciana, C. E. and Sfriso, A. 2006. “An integrated model for the evolution of channel morphology, including cohesive bank erosion. Proc.River Flow 2006, Lisbon, Portugal”. Edited by: Ferreira, R. M.L., Alves, E. C.T.L., Leal, J. G.A.B. and Cardoso, A. H. Balkema, Rotterdam, 2, 1785–1800
  23. Meyer-Peter, E. and Müller, R. Formulas for bed load transport. Proc. 2ndIAHR Congress. Stockholm, Sweden. pp.39–64.
  24. Nagata N., Hosoda T., Muramoto Y., Numerical Analysis of River Channel Processes with Bank Erosion, 10.1061/(asce)0733-9429(2000)126:4(243)
  25. Pizzuto James E., Numerical simulation of gravel river widening, 10.1029/wr026i009p01971
  26. Pizzuto J. E., Sedimentation Engineering Processes, Measurements, Modeling and Practice (2008)
  27. Rinaldi Massimo, Casagli Nicola, Stability of streambanks formed in partially saturated soils and effects of negative pore water pressures: the Sieve River (Italy), 10.1016/s0169-555x(98)00069-5
  28. Rinaldi M., Gravel-bed rivers 6: from process understanding to river restoration (2008)
  29. Schmautz, M. and Aufleger, M. Gravel river widening by bank erosion: theory and results of physical and numerical modelling. Proc.River Flow 2002. Louvain-la-Neuve, Belgium, D. Bousmar, Y. Zech, eds. Balkema, Rotterdam, 1, 639–649
  30. Simon Andrew, Curini Andrea, Darby Stephen E., Langendoen Eddy J., Bank and near-bank processes in an incised channel, 10.1016/s0169-555x(00)00036-2
  31. Soares-Frazão S., J. Hydraulic Res., 45, 87 (2007)
  32. Soares-Frazão S., Intl. J. Numer. Meth. Fluids (2010)
  33. Spinewine B., Proc. River Flow 2002 (2002)
  34. Spinewine B., Zech Y., Small-scale laboratory dam-break waves on movable beds, 10.1080/00221686.2007.9521834
  35. Swartenbroekx, C., Soares-Frazão, S., Staquet, R. and Zech, Y. 2009. “Validation of a bank-failure operator coupled to a 2D dam-break flow model. Proc.River, Coastal and Estuarine Morphodynamics 2009. Santa Fe, Argentina”. Edited by: Vionnet, C. A., García, M. H., Latrubesse, E. M. and Perillo, G. M.E. CRC Press/Balkema, 2, 975–981
  36. Toro Eleuterio F., Riemann Solvers and Numerical Methods for Fluid Dynamics, ISBN:9783662034927, 10.1007/978-3-662-03490-3
  37. Versteeg H. K., An introduction to computational fluid dynamic: the finite volume method (1995)
  38. Wiele, S. M. 1992. “A computational investigation of bank erosion and mid-channel bar formation in gravel-bed rivers”. Minneapolis, USA: University of Minnesota.PhD thesis
  39. Wong Miguel, Parker Gary, Reanalysis and Correction of Bed-Load Relation of Meyer-Peter and Müller Using Their Own Database, 10.1061/(asce)0733-9429(2006)132:11(1159)
  40. Wu Weiming, Wang Sam S., One-Dimensional Modeling of Dam-Break Flow over Movable Beds, 10.1061/(asce)0733-9429(2007)133:1(48)
  41. Zech Y., Soares-Frazão S., Spinewine B., Le Grelle N., Dam-break induced sediment movement: Experimental approaches and numerical modelling, 10.1080/00221686.2008.9521854