Irregular wave height transformation using representative wave approach

Coastal Engineering Journal

Volumn 45, Issue 3, 2003, Pages 489-510

  Rattanapitikon, Winyu ^a   Karunchintadit, Romanee ^a   Shibayama, Tomoya ^b  

^a THAMMASAT UNIVERSITY   (Thailand)

^b YOKOHAMA NATIONAL UNIVERSITY   (Japan)

Author keywords

Energy dissipation; Irregular wave model; Representative wave approach; Surf zone; Wave height transformation

Indexed keywords

DEFORMATION; ENERGY CONSERVATION; MATHEMATICAL MODELS;

WAVE HEIGHT TRANSFORMATION;

WATER WAVE EFFECTS;

EID: 0141904075     PISSN: 21664250     EISSN: 17936292     Source Type: Journal    
DOI: 10.1142/S0578563403000865     Document Type: Article

References (48)

1. Baldock, T. E., Holmes, P., Bunker, S. and Van Weert, P. (1998). Cross-shore hydrodynamics within an unsaturated surf zone, Coastal Engineering 34: 173-196.
2. Battjes, J. A. and Janssen, J. P. F. M. (1978). Energy loss and set-up due to breaking of random waves, Proc. 16th Coastal Engineering Conf., ASCE, pp. 569-589.
3. Chawla, A., Haller, O. and Kirby, J. T. (1998). Spectral model for wave transformation and breaking over irregular bathymetry, J. Waterway, Port, Coastal and Ocean Engineering, ASCE 124, 4, pp. 189-198.
4. Cox, T. and Kobayashi, N. (1997). Kinematic undertow model with logarithmic boundary layer, J. Waterway, Port, Coastal and Ocean Engineering, ASCE 123, 6, pp. 354-360.
5. Dally, W. R. (1990). Random breaking waves: A closed-form solution for planar beaches, Coastal Engineering 14: 233-263.
6. Dally, W. R. (1992). Random breaking waves: Field verification of a wave-by-wave algorithm for engineering application, Coastal Engineering 16: 369-397.
7. Dally, W. R., Dean, R. G. and Dalrymple, R. A. (1985). Wave height variation across beach of arbitrary profile, J. Geophysical Research 90, C6, pp. 11917-11927.
8. Deigaard, R., Justesen, P. and Fredsoe, J. (1991). Modelling of undertow by a one-equation turbulence model, Coastal Engineering 15: 431-458.
9. Dette, H. H., Peters, K. and Newe, J. (1998). MAST III - SAFE Project: Data documentation, large wave flume experiments 1996/1997, Report Nos. 825 and 830, Leichtweiss-Institute, Technical University Braunschweig, 78 p.
10. Grasmeijer. B. T. and Van Rijn, L. C. (1999). Transport of fine sands by currents and waves. III: Breaking waves over barred profile with ripples, J. Waterways, Port, Coastal, and Ocean Engineering, ASCE 125: 71-79.
11. Grassa, J. M. (1990). Directional random waves propagation on beaches, Proc. 22nd Coastal Engineering Conf., ASCE, pp. 798-811.
12. Hamilton, D. G. and Ebersole, B. A. (2001). Establishing uniform longshore currents in a large-scale sediment transport facility, Coastal Engineering 42: 199-218.
13. Hansen, J. B. and Svendsen, I. A. (1984). A theoretical and experiment study of undertow, Proc. 19th Coastal Engineering Conf., ASCE, pp. 2246-2262.
14. Horikawa, K. and Kuo, C. T. (1966). A study of wave transformation inside the surf zone, Proc. 10th Coastal Engineering Conf., ASCE, pp. 217-233.
15. Hurue, M. (1990). Two-dimensional distribution of undertow due to irregular waves, Bachelor Thesis, Department of Civil Engineering, Yokohama National University, Japan, 52 p.
16. Hwang, L. S. and Divoky, D. (1970). Breaking wave setup and decay on gentle slopes, Proc. 12th Coastal Engineering Conf., ASCE, pp. 377-389.
17. Isobe, M. (1987). A parabolic equation model for transformation of irregular waves due to refraction, diffraction and breaking, Coastal Engineering in Japan, JSCE 30, 1, pp. 33-47.
18. Izumiya, T. and Horikawa, K. (1987). On the transformation of directional random wave under combined refraction and diffraction, Coastal Engineering in Japan, JSCE 30, 1, pp. 85-101.
19. Kajima, R., Shimizu, T., Maruyama, K. and Saito, S. (1983). On-offshore sediment transport experiment by using large scale wave flume, Collected Data Nos. 1-8, Central Research Institute of Electric Power Industry, Japan (in Japanese).
20. Kamphuis, J. W. (1991). Incipient wave breaking, Coastal Engineering 15: 185-203.
21. Kraus, N. C., Gingerich, K. J. and Rosati, J. D. (1989). DUCK85 surf zone sand transport experiment, Technical Report CERC-89-5, US Army Corps of Engineers, Waterways Experiment Station, 76 p.
22. Kraus, N. C. and Smith, J. M. (1994). SUPERTANK Laboratory Data Collection Project, Technical Report CERC-94-3, US Army Corps of Engineers, Waterways Experiment Station, 1-2: 515 p.
23. Kuriyama, Y. (1996). Model of wave height and fraction of breaking waves on a barred beach, Proc. 25th Coastal Engineering Conf., ASCE, pp. 247-259.
24. Kweon, H. M. and Goda, Y. (1996). A parametric model for random wave deformation by breaking on arbitrary beach profiles, Proc. 25th Coastal Engineering Con/., ASCE, pp. 261-274.
25. Larson, M. (1995). Model for decay of random waves in surf zone, J. Waterway, Port, Coastal, and Ocean Engineering, ASCE 121, 1, pp. 1-12.
26. Le Mehaute, B. (1962). On non-saturated breakers and the wave run-up, Proc. 8th Coastal Engineering Conf., ASCE, pp. 77-92.
27. Mase, H. and Iwagaki, Y. (1982). Wave height distribution and wave grouping in surf zone, Proc. 18th Coastal Engineering Conf., ASCE, pp. 58-76.
28. Mase, H. and Kirby, J. T. (1992). Hybrid frequency-domain KdV equation for random wave transformation, Proc. 23rd Coastal Engineering Conf., ASCE, pp. 474-487.
29. Mase, H. and Kitano T. (2000). Spectrum-based prediction model for random wave transformation over arbitrary bottom topography, Coastal Engineering Journal, JSCE 42, 1, pp. 111-151.
30. Miche, R. (1944). Mouvements ondulatoires des mers en profondeur constante on decroissante, Ann. des Ponts et Chaussees, Ch. 114, pp. 131-164, 270-292, and 369-406.
31. Mizuguchi, M. (1982). Individual wave analysis of irregular wave deformation in the nearshore zone, Proc. 18th Coastal Engineering Conf., ASCE, pp. 485-504.
32. Nadaoka, K., Kondoh, T. and Tanaka, N. (1982). The structure of velocity field within the surf zone revealed by means of laser-doppler anemometry, Report of the Port and Harbor Research Institute 21, 2, pp. 50-102 (in Japanese).
33. Nagayama, S. (1983). Study on the change of wave height and energy in the surf zone, Bachelor Thesis, Civil Engineering, Yokohama National University, Japan.
34. Okayasu, A., Shibayama, T. and Horikawa, K. (1988). Vertical variation of undertow in the surf zone, Proc. 21st Coastal Engineering Conf., ASCE, pp. 478-491.
35. Ostendorf, D. W. and Madsen, O. S. (1979). An analysis of longshore current and associated sediment transport in the surf zone, Report No. 241, Department of Civil Engineering, MIT, 169 p.
36. Panchang, V. G., Pearce. B. R. and Briggs, M. J. (1990). Numerical simulation of irregular wave propagation over shoal, J. Waterway, Port, Coastal and Ocean Engineering, ASCE 116, 3, pp. 324-340.
37. Rattanapitikon, W. and Shibayama T. (1998). Energy dissipation model for regular and irregular breaking waves, Coastal Engineering Journal, JSCE 40, 4, pp. 327-346.
38. Rattanapitikon, W. and Shibayama T. (2000). Verification and modification of breaker height formulas, Coastal Engineering Journal, JSCE 42, 4, pp. 389-406.
39. Roelvink, J. A. and Reniers A. J. H. M. (1995). LIP 11D delta flume experiments: A data set for profile model validation, Report No. H 2130, Delft Hydraulics, 116 p.
40. Sato, S., Fukuhama, M. and Horikawa, K. (1988). Measurement of near-bottom velocities in random waves on a constant slope, Coastal Engineering in Japan, JSCE 31, 2, pp. 219-229.
41. Sato, S., Isayama, T. and Shibayama, T. (1989). Long-wave component in near-bottom velocity under random waves on a gentle slope, Coastal Engineering in Japan, JSCE 32, 2, pp. 149-159.
42. Shibayama, T. and Horikawa, K. (1985). Numerical model for two-dimensional beach transformation, Proc. of Japan Society of Civil Engineers, No. 357/II-3 (Hydraulic and Sanitary), pp. 167-176.
43. Smith, J. M. and Kraus, N. C. (1990). Laboratory study on macro-features of wave breaking over bars and artificial reefs, Technical Report CERC-90-12, WES, US Army Corps of Engineers, 232 p.
44. Smith, J. M., Larson, M. and Kraus, N. C. (1993). Longshore current on a barred beach: Field measurements and calculations, J. Geophysical Research 98: 22727-22731.
45. Sultan, N. (1995). Irregular wave kinematics in the surf zone, Ph.D. Dissertation, Texas A&M University, College Station, Texas, USA.
46. Thornton, E. B. and Guza, R. T. (1983). Transformation of wave height distribution, J. Geophysical Research 88, C10, pp. 5925-5938.
47. Thornton, E. B. and Guza, R. T. (1986). Surf zone longshore currents and random waves: Field data and model, J. Physical Oceanography 16: 1165-1178.
48. Ting, F. C. K. (2001). Laboratory study of wave and turbulence velocity in broad-banded irregular wave surf zone, Coastal Engineering 43: 183-208.