Wave transformation by two-dimensional bathymetric anomalies with sloped transitions

Coastal Engineering

Volumn 50, Issue 1-2, 2003, Pages 61-84

  Bender, Christopher J ^a   Dean, Robert G ^b  

^a Taylor Engineering Inc Florida   (United States)

^b UNIVERSITY OF FLORIDA   (United States)

Author keywords

Bathymetric anomaly; Reflection coefficient; Sloped transition; Transmission coefficient; Wave transformation

Indexed keywords

APPROXIMATION THEORY; BATHYMETRY; MATHEMATICAL MODELS; MATHEMATICAL TRANSFORMATIONS; WATER WAVES;

SHALLOW WATER;

COASTAL ENGINEERING;

BATHYMETRY; TRANSFORMATION; WAVE FIELD; WAVE REFLECTION;

EID: 0344984345     PISSN: 03783839     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.coastaleng.2003.08.002     Document Type: Article

References (19)

1. Bartholomeusz, E. F. (1958). The reflexion of long waves at a step. Proceedings of the Cambridge Philological Society, 54 106-118.
2. Black, J. L., Mei, C. C., & Bray, M. C. (1971). Radiation and scattering of water waves by rigid bodies. Journal of Fluid Mechanics, 46 151-164.
3. Dean, R. G. (1964). Long wave modification by linear transitions. Journal of the Waterways and Harbors Division, ASCE, 90(1), 1-29.
4. Kirby, J. T., & Dalrymple, R. A. (1983). Propagation of obliquely incident waves over a trench. Journal of Fluid Mechanics, 133 47-63.
5. Kirby, J. T., Dalrymple, R. A., & Seo, S. N. (1987). Propagation of obliquely incident waves over a trench. Part 2. Current flowing along trench. Journal of Fluid Mechanics, 176 95-116.
6. Kirby, J.T., Wei, G., Chen, Q., Kennedy, A.B., Dalrymple, R.A., 1998. FUNWAVE 1.0, Fully nonlinear Boussinesq wave model. Documentation and user's manual. Report CACR-98-06. Center for Applied Coastal Research, Department of Civil and Environmental Engineering, University of Delaware.
7. Kreisel, G. (1949). Surface waves. Quarterly of Applied Mathematics, 7 21-44.
8. Lamb, H., 1932. Hydrodynamics. Dover. Section 176.
9. Lassiter, J.B., 1972. The propagation of water waves over sediment pockets. PhD thesis, Massachusetts Institute of Technology.
10. Lee, J.J., 2002. Personal communication.
11. Lee, J. J., & Ayer, R. M. (1981). Wave propagation over a rectangular trench. Journal of Fluid Mechanics, 110 335-347.
12. Lee, J. J., Ayer, R. M., & Chiang, W. -L (1981). Interaction of waves with submarine trenches. Proceedings 17th International Conference on Coastal Engineering, Sydney, 812-822.
13. Mei, C. C. (1989). The Applied Dynamics of Ocean Surface Gravity Waves. Singapore: World Scientific.
14. Mei, C. C., & Black, J. L. (1969). Scattering of surface waves by rectangular obstacles in water of finite depth. Journal of Fluid Mechanics, 38 499-511.
15. Miles, J. W. (1982). On surface-wave diffraction by a trench. Journal of Fluid Mechanics, 115 315-325.
16. Newman, J. N. (1965). Propagation of water waves over an infinite step. Journal of Fluid Mechanics, 23 23-29.
17. Newman, J. N. (1965). Propagation of water waves past long two-dimensional objects. Journal of Fluid Mechanics, 23 399-415.
18. Takano, K. (1960). Effets d'un obstacle paraléllélépipédique sur la propagation de la houle. Houille Blanche, 15 247.
19. Wei, G., Kirby, J. T., Grilli, S. T., & Subramanya, R. (1995). A fully nonlinear Boussinesq model for surface waves: I. Highly nonlinear, unsteady waves. Journal of Fluid Mechanics, 294 71-92.