Cross shore sandbar migration predicted by a time domain boussinesq model incorporating undertow

Proceedings of the Coastal Engineering Conference

Volumn , Issue , 2007, Pages 2655-2667

  Long, Wen ^a   Kirby, James T ^b   Hsu, T J ^c  

^a UNIVERSITY OF MARYLAND CENTER FOR ENVIRONMENTAL SCIENCE   (United States)

^b UNIVERSITY OF DELAWARE   (United States)

^c UNIVERSITY OF FLORIDA   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

OFFSHORE OIL WELL PRODUCTION; SEDIMENT TRANSPORT; SEDIMENTATION; WATER WAVES;

BOUSSINESQ MODEL; CROSS-SHORE SEDIMENT TRANSPORT; OFFSHORE SANDS; SEDIMENT TRANSPORT MODEL; SURFACE ROLLER; UNDERTOW CURRENTS; WAVE MODELING; WAVE SKEWNESS;

COASTAL ENGINEERING;

EID: 84873030160     PISSN: 01613782     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.1142/9789812709554_0224     Document Type: Conference Paper

References (13)

1. Drake, T. G. and J. Calantoni, Discrete particle model for sheet flow sediment transport in the nearshore, J. Geophysical Research, 106, C9, pp 19,859-19,868, 2001
2. Gobbi, M. F., J. T. Kirby and G. Wei, A fully nonlinear Boussinesq model for surface waves. II. Extension to 0(kh4), Journal of Fluid Mechanics, 405, pp 181-210,2000
3. Hoefel, F. and S. Elgar, Wave-induced sediment transport and sandbar migration, Science, 299, 1885-1887, 2003
4. Hsu, T.-J. and D. M. Hanes, The effect of wave shape on sheet flow sediment transport, / Geophysical Research, 109, C06025, doi: 10.1029/2003JC002075, 2004
5. Hsu, T.-J., Elgar, S., Guza R. T. Wave-induced sediment transport and onshore sandbar migration, Coastal Engineering, 53, pp817-824, 2006.
6. Long, W. and J. T. Kirby, Cross-shore sediment transport model based on the Boussinesq equations and an improved Bagnold formula, Proceedings Coastal Sediments '03, Clearwater Beach, May, 2003
7. Long, W., PhD Thesis, University of Delaware, 2006.
8. Kennedy, A. B., J. T. Kirby, Q. Chen, and R. A. Dalrymple, Boussinesq-type equations with improved nonlinear behaviour, Wave Motion, 33, pp 225-243, 2001
9. Long, W, T.-J. Hsu and J. T. Kirby, Modeling cross-shore sediment transport processes with a time domain Boussinesq model, Proceedings 29th International Conference on Coastal Engineering, Lisbon, Sept., 2004
10. Nwogu, O. G., An alternative form of the Boussinesq equations for nearshore wave propagation, J. Waterway, Port, Coast., Ocean Engrg, 119(6), pp 618-638, 1993
11. Ribberink, J. S., Bed-load transport for steady flows and unsteady oscillatory flows, Coastal Engineering, 34, pp59-82, 1998
12. Schaffer, H. A., P. A. Madsen and R. Deigaard, A Boussinesq model for waves breaking in shallow water, Coastal Engineering, 20, pp 185-202, 1993
13. Wei, G., J. T. Kirby, S. T. Grilli and R. Subramanya, A fully nonlinear Boussinesq model for surface waves. I. Highly nonlinear, unsteady waves, Journal of Fluid Mechanics, 294, pp 71-92, 1995