A numerical scheme for morphological bed level calculations

[1]  William E. Schiesser,et al.  Linear and nonlinear waves , 2009, Scholarpedia.

[2]  J. A. Roelvink,et al.  Coastal morphodynamic evolution techniques , 2006 .

[3]  Tim Chesher,et al.  Numerical approaches for 1D morphodynamic modelling , 2005 .

[4]  J. Kirby,et al.  MODELING CROSS-SHORE SEDIMENT TRANSPORT PROCESSES WITH A TIME DOMAIN BOUSSINESQ MODEL , 2005 .

[5]  P. A. Newberger,et al.  Nearshore sandbar migration predicted by an eddy-diffusive boundary layer model , 2004 .

[6]  T. Hsu,et al.  Effects of wave shape on sheet flow sediment transport , 2004 .

[7]  Fengyan Shi,et al.  A curvilinear version of a quasi-3D nearshore circulation model , 2003 .

[8]  Andrea Defina,et al.  Numerical experiments on bar growth , 2003 .

[9]  Julio A. Zyserman,et al.  Controlling spatial oscillations in bed level update schemes , 2002 .

[10]  Bradley D. Johnson,et al.  Sand suspension, storage, advection, and settling in surf and swash zones , 2001 .

[11]  Robert A. Dalrymple,et al.  A fully nonlinear Boussinesq model in generalized curvilinear coordinates , 2001 .

[12]  C. Mei,et al.  Formation of sand bars under surface waves , 2000, Journal of Fluid Mechanics.

[13]  J. Fredsøe,et al.  Oblique flow over dredged channels. II : Sediment transport and morphology , 1999 .

[14]  Guang-Shan Jiang,et al.  A High-Order WENO Finite Difference Scheme for the Equations of Ideal Magnetohydrodynamics , 1999 .

[15]  C. P. Skeels,et al.  TVD SCHEMES FOR OPEN CHANNEL FLOW , 1998 .

[16]  Michael B. Abbott,et al.  Computational Hydraulics , 1998 .

[17]  Ida Brøker,et al.  Intercomparison of coastal area morphodynamic models , 1997 .

[18]  James T. Kirby,et al.  A Fourier-Chebyshev collocation method for the shallow water equations including shoreline runup , 1997 .

[19]  Chi-Wang Shu,et al.  Efficient Implementation of Weighted ENO Schemes , 1995 .

[20]  Alan G. Davies,et al.  On the Formation of Bars by the Action of Waves on an Erodible Bed: A Laboratory Study , 1995 .

[21]  D. Walstra,et al.  MORPHOLOGICAL MODELLING OF KETA LAGOON CASE , 1995 .

[22]  J. F. A. Sleath,et al.  Sediment transport by waves and currents , 1995 .

[23]  S. Osher,et al.  Weighted essentially non-oscillatory schemes , 1994 .

[24]  J. A. Roelvink,et al.  Medium-term 2DH coastal area modelling , 1993 .

[25]  A. Doelman,et al.  On the nonlinear dynamics of free bars in straight channels , 1993, Journal of Fluid Mechanics.

[26]  S. Osher,et al.  Efficient implementation of essentially non-oscillatory shock-capturing schemes,II , 1989 .

[27]  ShuChi-Wang,et al.  Efficient implementation of essentially non-oscillatory shock-capturing schemes, II , 1989 .

[28]  M. Tubino,et al.  Finite-amplitude alternate bars , 1987, Journal of Fluid Mechanics.

[29]  S. Osher,et al.  Uniformly high order accurate essentially non-oscillatory schemes, 111 , 1987 .

[30]  D. M. Mcdowell.  Discussion of "Sediment Transport, Part III: Bed Forms and Alluvial Roughness" , 1986 .

[31]  Chiang C. Mei,et al.  Resonant reflection of surface water waves by periodic sandbars , 1985, Journal of Fluid Mechanics.

[32]  L. Rijn.  Sediment Transport, Part II: Suspended Load Transport , 1984 .

[33]  Van Rijn,et al.  Sediment transport; Part I, Bed load transport , 1984 .

[34]  Michael C. Quick,et al.  Sediment transport by waves and currents , 1983 .

[35]  D. B. Simons,et al.  Flume Experiments on Alternate Bar Formation , 1971 .

[36]  R. Maccormack.  The Effect of Viscosity in Hypervelocity Impact Cratering , 1969 .

[37]  P. Lax.  Weak solutions of nonlinear hyperbolic equations and their numerical computation , 1954 .

[38]  R. Müller,et al.  Formulas for Bed-Load transport , 1948 .

[39]  Martin F. Borthwick,et al.  Computational hydraulics , 2010, Hydraulics in Civil and Environmental Engineering.

[40]  With Invariant Submanifolds,et al.  Systems of Conservation Laws , 2009 .

[41]  J. Roelvink,et al.  Design and development of DELFT3D and application to coastal morphodynamics , 1995 .

[42]  L. Hamm,et al.  A New LAX-WENDROFF Algorithm to Solve the Bed Continuity Equation With Slope Effect , 1994 .

[43]  L. Rijn.  Principles of sediment transport in rivers, estuaries and coastal seas , 1993 .

[44]  H. N. Southgate,et al.  PISCES: A morphodynamic coastal area model first annual report , 1993 .

[45]  J. Chyan,et al.  VERIFICATION OF A ONE-DIMENSIONAL SURFBEAT MODEL AGAINST LABORATORY DATA , 1992 .

[46]  Philip L. Roe,et al.  Upwind differencing schemes for hyperbolic conservation laws with source terms , 1987 .

[47]  S. Osher,et al.  Uniformly high order accuracy essentially non-oscillatory schemes III , 1987 .

[48]  M. Abbott.  Computational Hydraulics: Elements of the Theory of Free Surface Flows , 1979 .

[49]  R. F. Warming,et al.  Upwind second-order difference schemes and applications in unsteady aerodynamic flows , 1975 .

[50]  M. Nicholas,et al.  Coastal engineering. , 1969, Science.

[51]  D. Richtmyer,et al.  A Survey of Difference Methods for Non-Steady Fluid Dynamics , 1962 .