Wave simulations in Ponce de Leon Inlet using Boussinesq model

Journal of Waterway, Port, Coastal and Ocean Engineering

Volumn 129, Issue 3, 2003, Pages 124-135

  Shi, Fengyan ^a   Kirby, James T ^a   Dalrymple, Robert A ^b   Chen, Qin ^c  

^a UNIVERSITY OF DELAWARE   (United States)

^b Johns Hopkins University   (United States)

^c University of South Alabama   (United States)

Author keywords

Boussinesq equations; Finite difference method; Florida; Inlets; Numerical models; Waterways

Indexed keywords

BATHYMETRY; DATA REDUCTION; GEOMETRY; WATER; WAVE PROPAGATION;

NEARSHORE BATHYMETRY;

OCEAN ENGINEERING;

BOUSSINESQ EQUATION; FINITE DIFFERENCE METHOD; HYDRODYNAMICS; NEARSHORE DYNAMICS; NUMERICAL MODEL;

UNITED STATES;

EID: 0038015883     PISSN: 0733950X     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-950X(2003)129:3(124)     Document Type: Article

References (27)

1. Beji, S., and Nadaoka, K. (1996). "A formal derivation and numerical modelling of the improved Boussinesq equations for varying depth." Ocean Eng., 23(8), 691-704.
2. xy gages." Tech. Rep., CHL-97-24, United States Army Corps of Engineers (USACE), Waterway Experiment Station.
3. Bouws, E., Gunther, H., Rosenthal, W., and Vincent, C. L. (1985). "Similarity of the wind spectrum in finite depth water, 1. Spectral form." J. Geophys. Res., 90(NC1), 975-986.
4. Brackbill, J. U., and Saltzman, J. S. (1982). "Adaptive zoning for singular problems in two dimensions." J. Comput. Phys., 46(3), 342-368.
5. Chawla, A., and Kirby, J. T. (2000). "A source function method for generation of waves on currents in Boussinesq models." Appl. Ocean Res., 22(2), 75-83.
6. Chen, Q., Dalrymple, R. A., Kirby, J. T., Kennedy, A., and Haller, M. C. (1999a). "Boussinesq modeling of a rip current system." J. Geophys. Res., 104(20), 617-20, 637.
7. Chen, Q., Madsen, P. A., and Basco, D. R. (1999b). "Current effects on nonlinear interactions of shallow-water waves." J. Waterw., Port, Coastal, Ocean Eng., 125(4), 176-186.
8. Chen, Q., Kirby, J. T., Dalrymple, R. A., Kennedy, A. B., and Chawla, A. (2000a). "Boussinesq modeling of wave transformation, breaking, and runup. II: 2D." J. Waterw., Port, Coastal, Ocean Eng., 126(1), 48-56.
9. Chen, Q., Kirby, J. T., Dalrymple, R. A., Kennedy, A. B., Thornton, E. B., and Shi, F. (2000b). "Boussinesq modeling of waves and longshore currents under field conditions." Proc., 27th Int. Conf. Coastal Engineering, Sydney, ASCE, Reston, Va., 651-663.
10. Elgar, S., and Guza, R. T. (1985). "Shoaling gravity waves: Comparisons between field observations, linear theory, and a nonlinear model." J. Fluid Mech., 158, 47-70.
11. Hsiao, S., Liu, P. L.-F., and Chen, Y. (2002). "Nonlinear water waves propagating over a permeable bed." Proc. R. Soc. London, Ser. A, 458(2022), 1291-1322.
12. Karambas, T. V., and Koutitas, C. A. (1992). "A breaking wave propagation model based on the Boussinesq equations." Coastal Eng., 18(1-2), 1-19.
13. Kennedy, A. B., Chen, Q., Kirby, J. T., and Dalrymple, R. A. (2000). "Boussinesq modeling of wave transformation, breaking, and runup. I: ID." J. Waterw, Port, Coastal, Ocean Eng., 126(1), 39-47.
14. Kirby, J. T. (2002). "Boussinesq models and applications to nearshore wave propagation, surfzone processes and wave-induced currents." Advances in coastal engineering., V. C. Lakhan, ed., Elsevier Science, New York.
15. Li, Y. S., and Zhan, J. M. (2001). "Boussinesq-type model with boundary-fitted coordinate system." J. Waterw., Port, Coastal, Ocean Eng., 127(3), 152-160.
16. Li, Y. S., Liu, S. X., Yu, Y. X., and Lai, G. Z. (1999). "Numerical modeling of Boussinesq equations by finite element method." Coastal Eng., 37(2), 97-122.
17. Madsen, P. A., and Sørensen, O. R. (1992). "A new form of the Boussinesq equations with improved linear dispersion characteristics, 2. A slowly varying bathymetry," Coastal Eng., 18(3-4), 183-204.
18. Madsen, P A., Sørensen, O. R., and Schäffer, H. A. (1997). "Surf zone dynamics simulated by a Boussinesq mode, I. Model description and cross-shore motion of regular waves." Coastal Eng., 32, 255-287.
19. Nwogu , 0. (1993). "Alternative form of Boussinesq equations for nearshore wave propagation." J. Waterw., Port, Coastal, Ocean Eng., 119(6), 618-638.
20. Schäffer, H. A., Madsen, P. A., and Deigaard, R. A. (1993). "A Boussinesq model for waves breaking in shallow water." Coastal Eng., 20(3-4), 185-202.
21. Shi , F., Dalrymple, R. A., Kirby, J. T., Chen, Q., and Kennedy, A. (2001). "A fully nonlinear Boussinesq model in generalized curvilinear coordinates." Coastal Eng., 42(4), 337-358.
22. Smith, S. J., and Harkins, G. S. (1997). "Numerical wave model evaluations using laboratory data." Proc., Ocean Wave Measurement and Analysis, Waves '97, Virginia Beach, Va., ASCE, Reston, Va., 271-285.
23. Sørensen O. R., and Sørensen L. S. (2000) "Boussinesq type modelling using unstructured finite element technique." Proc., 27th Int. Conf. Coastal Engineering, Sydney, ASCE, Reston, Va., 190-202.
24. Ursell, F. (1953). "The long-wave paradox in the theory of gravity waves." Proc., Cambridge Philos. Soc., 49(4), 685-694.
25. Veeramony, J., and Svendsen, I. A. (2000). "The flow in surf zone waves." Coastal Eng., 39(2-4), 93-122.
26. Wei, G., Kirby, J. T., Grilli, S. T., and Subramanya, R. (1995). "A fully nonlinear Boussinesq model for surface waves, Part 1: Highly nonlinear unsteady waves." J. Fluid Mech., 294, 71-92.
27. Wei, G., Kirby, J. T., and Sinha, A. (1999). "Generation of waves in Boussinesq models using a source function method." Coastal Eng., 36(4), 271-299.