Multidirectional wave transformation around detached breakwaters

Coastal Engineering

Volumn 54, Issue 10, 2007, Pages 775-789

  Ilic, S ^a   van der Westhuysen, A J ^b   Roelvink, J A ^c   Chadwick, A J ^d  

^a LANCASTER UNIVERSITY   (United Kingdom)

^b WL DELFT HYDRAULICS   (Netherlands)

^c UNESCO IHE INSTITUTE FOR WATER EDUCATION   (Netherlands)

^d UNIVERSITY OF PLYMOUTH   (United Kingdom)

Author keywords

Beach reflection; Detached breakwaters; Multidirectional waves; SWAN; Wave refraction diffraction; Wave transmission

Indexed keywords

BREAKWATERS; DIFFRACTION; FLUID STRUCTURE INTERACTION; FRICTION; OCEAN CURRENTS; REFRACTION;

MULTIDIRECTIONAL WAVE; WAVE REFRACTION-DIFFRACTION; WAVE-CURRENT INTERACTION;

WATER WAVES;

BREAKWATERS; DIFFRACTION; FLUID STRUCTURE INTERACTION; FRICTION; OCEAN CURRENTS; REFRACTION; WATER WAVES;

BREAKWATER; NEARSHORE DYNAMICS; PERFORMANCE ASSESSMENT; REFRACTION; SHALLOW WATER; WAVE DIFFRACTION; WAVE FIELD; WAVE HEIGHT; WAVE PROPAGATION; WAVE REFLECTION; WAVE SPECTRUM; WAVE-STRUCTURE INTERACTION;

EID: 34548779245     PISSN: 03783839     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.coastaleng.2007.05.002     Document Type: Article

References (53)

1. Axe P.G., Ilic S., and Chadwick A.J. Evaluation of beach modelling techniques behind detached breakwaters. Proc. of 25th Inter. Conf. on Coastal Engineering, Orlando 1996, USA, ASCE (1996) 2036-2047
2. Battjes J.A., and Jansen J.P.F.M. Energy loss and set-up due to breaking of random waves, Proc. 16th Int. Conf. Coastal Engineering, ASCE (1978) 569-587
3. Berkhoff J.C.W. Computation of combined refraction-diffraction. Proc. 13th Coastal Eng. Conf., Vancouver. ASCE vol. 1 (1972) 471-490
4. Berkhoff, J.C.W., 1976. Mathematical Models for Simple Harmonic Linear Water Wave Models, Wave Refraction and Diffraction, Phd Thesis, Techn. Univ. of Delft, pp 110.
5. Booij N., Ris R.C., and Holthuijsen L.H. A third-generation wave model for coastal regions, Part I, model description and validation. Journal of Geophysical Research 104 C4 (1999) 7649-7666
6. Booij N., Haagsma I.J.G., Holthuijsen L.H., Kieftenburg A.T.M.M., Ris R.C., van der Westhuysen A.J., and Zijlema M. SWAN Cycle III version 40.41, User Manual (2004), Delft University of Technology
7. Borgman L.E. Irregular ocean waves: kinematics and forces. In: LeMehaute B., and Hanes D.M. (Eds). Ocean Engineering Science The Sea, Part A vol. 9 (1990), John Wiley and Sons, New York 1-1301
8. Bouws E., Gunther H., Rosenthal W., and Vincent C. Similarity of the wind wave spectrum in finite depth water. Journal of Geophysical Research 90 C1 (1985)
9. Briggs M.J., Thompson E.F., and Vincent C.L. Wave diffraction around breakwater. Journal of Waterway, Port, Coastal, and Ocean Engineering, ASCE 121 1 (1995) 23-35
10. Chadwick A.J., Ilic S., and Helm-Petersen J. An evaluation of directional analysis techniques for multidirectional, partially reflected waves: Part 2 application to field data. Journal of Hydraulic Research 38 No 4 (2000) 253-259
11. Chadwick A.J., Fleming C., Simm J., and Bullock G.N. Performance evaluation of offshore breakwaters - a field and computational study. Proceedings Coastal Dynamics 94, ASCE (1994) 950-961
12. Chadwick A.J., Pope D.J., Borges J., and Ilic S. Shoreline directional wave spectra. Part 2. Instrumentation and field measurements. Proc Instn Civ Engrs, Water Maritime and Energy vol. 112 (3) (1995)
13. Davidson M.A., Bird P.A.D., Bullock G.N., and Huntley D.A. A new dimensional number for the analysis of wave reflection from rubble mound breakwaters. Coastal Engineering 29 (1996) 93-120
14. Dingemans M.W. Water wave propagation over uneven bottoms, Part 1 - linear wave propagation. In: Liu P.L.F. (Ed). Advanced Series on Ocean Engineering vol. 13 (1997), World Scientific, London
15. Dingemans M.W., Stive M.J.F., Kuik A.J., Radder A.C., and Booij N. Field and laboratory verification of the wave propagation model CREDIZ. Proc. 19th Int. Conf. on Coastal Engr., Houston (1984) 1178-1191
16. Eldeberky Y., and Battjes J.A. Spectral modelling of wave breaking: application to Boussinesq equations. Journal of Geophysical Research 101 No C1 (1996) 1253-1264
17. Elgar S., Guza R.T., and Freilich M.H. Observations of non-linear interactions in directionally spread shoaling surface gravity waves. Journal of Geophysical Research 98 C11 (1993) 20299-20305
18. Elgar S., Guza R.T., Raubenheimer B., Herbers T.H.C., and Gallagher E. Spectral evolution of shoaling and breaking waves on a barred beach. Journal of Geophysical Research 102 C7 (1997) 15797-15805
19. Frigaard P., Helm-Petersen J., Klopman G., Stansberg C.T., Benoit M., Briggs M.J., Miles M., Santas J., Schaffer H.A., and Hawkes P.J. IAHR List of Sea State Parameters - An Update for Multidirectional Waves, IAHR Seminar Multidirectional Waves and their Interaction with Structures, 27th IAHR Congress, San Francisco (1997) 15-24
20. Gerritsen H., de Vries J.W., and Philippart M.E. The Dutch continental shelf model. In: Lynch D.R., and Davies A.M. (Eds). AGU Coastal and Estuarine Studies vol. 47 (1995) 425-467
21. Goda Y. Irregular wave deformation in the surf zone. Coastal Engineering in Japan 18 (1975) 13-26
22. Goda Y. An overview of coastal engineering with emphasis on random wave approach. Coastal Engineering Journal 40 1 (1998) 1-21
23. Goda Y. Random Seas and Design of Maritime Structures (2000), World Scientific, Singapore
24. Grassa J.M. Directional random waves propagation on beaches. Proc. 22nd Conf. on Coastal Eng., Delft (1990) 798-811
25. Guza R.T., and Thornton E.B. Local and shoaled comparisons of sea surface elevations, pressures and velocities. Journal of Geophysical Research 85, 3 (1980) 1524-1530
26. Guza R.T., and Thornton E.B. Observations of surf beat. Journal of Geophysical Research 90 C2 (1985) 3161-3172
27. Haller M.C., Dalrymple R.A., and Svendsen I.A. Rip channels and nearshore circulation. Proceedings of ASCE Coastal Dynamics'97, Plymouth (1997) 594-603
28. Holthuijsen L.H., Herman A., and Booij N. Phase-decoupled refraction-diffraction for spectral wave models. Coastal Engineering 49 (2003) 291-305
29. Huntley D.A., and Davidson M.A. Estimation of directional waves near a reflector. Journal of Waterway, Port, Coastal, and Ocean Engineering, ASCE vol. 124 6 (1998) 1-8
30. Hurdle D.P., Kostense J.K., and Van den Bosch P. Mild-slope model for the wave behaviour in and around harbours and coastal structures in areas of variable depth and flow conditions. Advances in Water Modelling and Measurement (1989) 307-324
31. Ilic S., and Chadwick A.J. Evaluation and validation of the mild slope evolution equation model using field data. Proc. Conf. Coastal Dynamics '95, Gdainsk, Poland, ASCE (1995) 149-160
32. Ilic, S., 1999. Multidirectional Sea Transformation - Field and Computational Study, PhD Thesis, SCSE, University of Plymouth, 1999.
33. Ilic S., Chadwick A.J., and Helm-Petersen J. An evaluation of directional analysis techniques for multidirectional, partially reflected waves: Part 1 Numerical investigations. Journal of Hydraulic Research 38 4 (2000) 243-253
34. Ilic S., Chadwick A.J., and Fleming C. Detached breakwaters: an experimental investigation and implication for design - Part1 - hydrodynamics. Proceedings of ICE, Maritime Engineering (2005)
35. Ilic S., van der Westhuysen A.J., Roelvink J.A., and Chadwick A.J. Study of Multidirectional wave transformation around detached breakwaters using SWAN numerical model, Research Report, Lancaster University, ISBN 978-1-86220-196-5 (2007)
36. Isobe M. A Parabolic Model for Transformation of Irregular Waves due to Refraction, Diffraction and Breaking, Coastal Engineering in Japan, Tokyo vol. 30 (1987) 33-47
37. Lesser G.R., Roelvink J.A., van Kester J.A.T.M., and Stelling G.S. Development and validation of three-dimensional morphological model. Coastal Engineering 51 8-9 (2004) 883-915
38. Li B. An evolution equation for water waves. Coastal Engineering 23 (1994) 227-242
39. Li B., Reeve D.E., and Fleming C.A. Numerical solution of the elliptic mild-slope equation for irregular wave propagation. Coastal Engineering 20 (1993) 85-100
40. Longuet-Higgins M.S., and Stewart R.W. Radiation stress and mass transport in gravity waves, with application to surf-beats. Journal Fluid Mechanics 13 (1962) 481-504
41. Madsen P.A., and Sørensen O.R. A new form of the Boussinesq equations with improved linear dispersion characteristics. Part 2. A slowly - varying bathymetry. Coastal Engineering 18 (1992) 183-204
42. Mory M., and Hamm L. Wave, set-up and currents around a detached breakwater submitted to regular and random wave forcing. Coastal Engineering 31 (1997) 77-96
43. O'Reilly W.C., and Guza R.T. Comparison of spectral refraction and refraction-diffraction wave models. Journal of Waterway, Port, Coastal, and Ocean Engineering, ASCE 117 (1991) 199-215
44. Ozkan H.T., and Kirby J.T. Evolution of breaking directional spectral waves in the nearshore zone. Proc., 2nd Int. Symp. On Wave Measurement and Analysis, Wave'93, New Orleans (1993) 849-863
45. Panchang V.G., Ge W., Pearce B.R., and Briggs M.J. Numerical simulation of irregular wave propagtion over a shoal. Journal of Waterway, Port, Coastal, and Ocean Engineering, ASCE 116 3 (1990) 324-340
46. Peregrine D.H. Long waves on a beach. Journal of Fluid Mechanics 27 (1967) 815-827
47. Robert West and Partners. Arun District Council and National Rivers Authority Joint Coastal Defence Study (1991)
48. Rogers W.E., Kaihatu J.M., Petit H.A.H., Booij N., and Holthuijsen L.H. Diffusion reduction in an arbitrary scale third-generation wind wave model. Ocean Engineering 29 (2002) 1357-1390
49. Simmonds D.J., Chadwick A.J., Bird P.A.D., and Pope D.J. Field measurements of wave transmission through a rubble mound breakwater. Proc. Conf. Coastal Dynamics '97 (1997), ASCE, Plymouth, UK
50. Walsh T.M. Diffraction of Directional Wave Spectra Around a Semi-Infinite Breakwater, U.S, Army Engineer Waterways Experiment station, Report CERC-92-5 (1992)
51. Wei G., and Kirby J.T. Time-dependent numerical code for extended Boussinesq equations. Journal of Waterway, Port, Coastal, and Ocean Engineering 121 (1995) 251-261
52. Woo S.B., and Liu P.L.F. A finite element model for modified Boussinesq equations. Part I: Model development. Journal of Waterway, Port, Coastal and Ocean Engineering, ASCE 130 1 (2004) 1-16
53. Zijlema M., and van der Westhuysen A.J. On convergence behaviour and numerical accuracy in stationary SWAN simulations of nearshore wind spectra. Coastal Engineering 52 (2005) 237-556