Morphodynamic modelling of up-state and down-state transitions at Palm Beach, NSW, Australia

Proceedings of the Coastal Engineering Conference

Volumn , Issue , 2009, Pages 2437-2445

  Smit, M W J ^a   Reniers, A J H M ^a,b   Symonds, G ^c   Ruessink, B G ^d  

^a DELFT UNIVERSITY OF TECHNOLOGY   (Netherlands)

^b UNIVERSITY OF MIAMI   (United States)

^c CSIRO   (Australia)

^d UTRECHT UNIVERSITY   (Netherlands)

Author keywords

[No Author keywords available]

Indexed keywords

COASTAL ENGINEERING;

LONG WAVES; MORPHODYNAMIC MODELLING; MORPHOLOGICAL EVOLUTION; PROCESS-BASED MODELING; RIP CHANNELS; STATE TRANSITIONS; SURFACE ROLLER; WAVE ASYMMETRY;

BEACHES;

EID: 84873860789     PISSN: 01613782     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.1142/9789814277426_0201     Document Type: Conference Paper

References (14)

1. Booij, N., Ris, R.C., & Holthuijsen, L.H. 1999. A third-generation wave model for coastal regions, Part I, model description and validation. Journal of Geophysical Research, 104, 7649-7666.
2. Castelle, B., Bonneton, P., Butel, R., & Dupuis, H. 2005. Morphodynamic modelling of nearshore crescentic bar dissymetry on an open coast: aquitanian coast, France. In: Coastal Dynamics.
3. Dronen, N., & Deigaard, R. 2007. Quasi-three-dimensional modelling of the morphology of longshore bars. Coastal Engineering, 54, 197-215.
4. Holman, R.A., Symonds, G., Thornton, E.B., Ranasinghe, R. 2006. Rip spacing and persistence on an embayed beach. Journal of Geophysical Research, 111(C01006).
5. Ranasinghe, R., Symonds, G., Black, K., & Holman, R. 2004. Morphodynatnics of intermediate beaches: a video imaging and numerical modelling study. Coastal Engineering, 51, 629-655.
6. Reniers, A.J.H.M., Symonds, G., Thornton, E.B. 2001. Modelling rip currents during RDEX. Coastal Dynamics, Lund, Sweden. Reniers, A.J.H.M., Roelvink, J.A., & Thornton, E.B. 2004. Morphodynamic modelling of an embayed beach under wave group forcing. Journal of Geophysical Research, 109(C01030).
7. Roelvink, J.A. 2006. Coastal morphodynamic evolution techniques. Coastal Engineering, 53, 277-287.
8. Smit, M.W.J., Reniers, A.J.H.M., Stive, M.J.F., Roelvink, J.A. 2004. Non-linear behaviour of a double nearshore bar system. International Conference on Coastal Engineering, Lisbon, Portugal.
9. Smit, M.W.J., Reniers, A.J.H.M., Symonds, G., Ruessink, B.G. 2006. Modelling non-linear nearshore dynamics of a barred coast: Palm Beach, Sydney, Australia. International Conference on Coastal Engineering, San Diego, California.
10. Smit, M.W.J., Reniers, A.J.H.M., Ruessink, B.G., & Roelvink, J.A. 2008. The morphological response of a nearshore double sandbar system to constant wave forcing. Coastal Engineering, 55(10), 761-770.
11. Smit, M.W.J., Reniers, A.J.H.M., Symonds, G., Ruessink, B.G., Stive, M.J.F. In Preparation. Hindcasting up-state and down-state transition at Palm Beach, NSW, Australia.
12. Soulsby, R.L. 1997. Dynamics of Marine sands. London: Thomas Telford.
13. Van Dongeren, A.R., Plant, N.G., Cohen, A.B., Roelvink, J.A., Haller, M., & Catalan, P. 2008. Beach Wizard: Nearshore bathymetry estimation through assimilation of model computations and remote observations. Coastal Engineering, in press.
14. Wright, L.D., Short, A.D. 1984. Morphodynamic variability of surf zones and beaches: a synthesis. Marine Geology, 56, 93-118.