Process-based modelling of a shoreface nourishment
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[1] E. Thornton,et al. Morphodynamic modeling of an embayed beach under wave group forcing , 2004 .
[2] Edward B. Thornton,et al. Effects of breaking wave induced turbulence within a longshore current model , 1993 .
[3] D. Walstra,et al. Calculation of Wave-Driven Currents in a 3D Mean Flow Model , 2001 .
[4] N. Booij,et al. A third-generation wave model for coastal regions-1 , 1999 .
[5] R. Bagnold. An approach to the sediment transport problem from general physics , 1966 .
[6] P. Hoekstra,et al. Alongshore variability of the multiple barred coast of Terschelling, The Netherlands , 2004 .
[7] H. N. Southgate,et al. Calibration and verification of a parametric wave model on barred beaches , 2003 .
[8] Jørgen Fredsøe,et al. Turbulent Boundary Layer in Wave‐current Motion , 1984 .
[9] G. Stelling,et al. Development and validation of a three-dimensional morphological model , 2004 .
[10] V. Singh,et al. Computer Models of Watershed Hydrology , 1995 .
[11] P. Hoekstra,et al. Morphological Monitoring of a Shoreface Nourishment Nourtec: Experiment at Terschelling, The Netherlands , 1995 .
[12] J. A. Battjes,et al. Calibration and Verification of a Dissipation Model for Random Breaking Waves , 1985 .
[13] J. A. Roelvink,et al. Field Validation and Application of a Coastal Profile Model , 1996 .
[14] B. G. Ruessink,et al. The behaviour of a multiple bar system in the nearshore zone of Terschelling, the Netherlands: 1965–1993 , 1994 .
[15] E. G. Banke,et al. Variation of the sea surface drag coefficient with wind speed , 1975 .
[16] Steve Elgar,et al. Modeling the alongshore current on barred beaches , 2001 .
[17] B. G. Ruessink,et al. The systematic contribution of transporting mechanisms to the cross-shore sediment transport in water depths of 3 to 9 m , 1998 .
[18] J. A. Roelvink,et al. Hydrodynamic Validation of Delft3D with Field Measurements at Egmond , 2001 .
[19] David W. Wang,et al. Investigation of Wave Growth and Decay in the SWAN Model: Three Regional-Scale Applications , 2003 .
[20] Validation, calibration and evaluation of Delft3D-FLOW model with ferry measurements , 2001 .
[21] Howard N. Southgate,et al. Transition Zone Width and Implications for Modeling Surfzone Hydrodynamics , 1991 .
[22] Masahiko Isobe,et al. Study on Water Particle Velocities of Shoaling and Breaking Waves , 1982 .
[23] Shunqi Pan,et al. The predictability of cross-shore bed evolution of sandy beaches at the time scale of storms and seasons using process-based Profile models , 2003 .
[24] E. J. Biegel,et al. Shoreface Nourishment at Terschelling, The Netherlands: Feeder Berm or Breaker Berm? , 1998 .
[25] K. Houwman. Tide, wind- and wave-driven flow processes in the nearshore zone : field measurement Terschelling and modelling , 2000 .
[26] Dirk-Jan R. Walstra,et al. Nourishing the shoreface: observations and hindcasting of the Egmond case, The Netherlands , 2004 .
[27] J. Roelvink,et al. Design and development of DELFT3D and application to coastal morphodynamics , 1995 .
[28] J. A. Roelvink,et al. MORPHOLOGICAL DEVELOPMENT OF THE TERCHELLING SHOREFACE NOURISHMENT IN RESPONSE TO HYDRODYNAMIC AND SEDIMENT TRANSPORT PROCESSES , 1997 .
[29] B. G. Ruessink,et al. Modeling of waves and currents in the nearshore parametric vs. probabilistic approach , 2003 .
[30] Lawrence P. Sanford,et al. Wave measurement and modeling in Chesapeake Bay , 2002 .
[31] L. Rijn. Principles of sediment transport in rivers, estuaries and coastal seas , 1993 .
[32] B. Latteux,et al. Techniques for long-term morphological simulation under tidal action , 1995 .
[33] J. V. D. Kreeke,et al. Tide-induced residual transport of coarse sediment; Application to the EMS estuary , 1993 .
[34] M. Stive,et al. Shear stresses and mean flow in shoaling and breaking waves , 1995 .
[35] I. A. Svendsen. Mass flux and undertow in a surf zone , 1984 .
[36] B. Ruessink. Infragravity waves in a dissipative multiple bar system , 1998 .
[37] T. Barnett,et al. Measurements of wind-wave growth and swell decay during the Joint North Sea Wave Project (JONSWAP) , 1973 .
[38] D. Walstra,et al. Verification and Comparison of Two Hydrodynamic Area Models for an Inlet System , 2001 .
[39] N. Booij,et al. A third‐generation wave model for coastal regions: 2. Verification , 1999 .
[40] B. G. Ruessink,et al. The Nourtec Experiment of Terschelling: Process-Oriented Monitoring of a Shoreface Nourishment (1993-1996) , 1994 .
[41] Jorge Guillén,et al. The “equilibrium” distribution of grain size fractions and its implications for cross-shore sediment transport: a conceptual model , 1996 .
[42] J. A. Battjes,et al. ENERGY LOSS AND SET-UP DUE TO BREAKING OF RANDOM WAVES , 1978 .
[43] R. Gorman,et al. Modelling shallow water wave generation and transformation in an intertidal estuary , 1999 .
[44] J. Stiffler. Reliability estimation , 1996 .