Laboratory real storm reproduction using wind

Proceedings of the Coastal Engineering Conference

Volumn 2005-January, Issue , 2005, Pages 677-689

  González Escrivá, Jose A ^a   Garrido, Joaquín M ^a   Medina, Josep R ^a   Geeraerts, Jimmy ^b  

^a UNIVERSITAT POLITÈCNICA DE VALÈNCIA   (Spain)

^b GHENT UNIVERSITY   (Belgium)

Author keywords

[No Author keywords available]

Indexed keywords

BREAKWATERS; COASTAL ENGINEERING; WIND;

LABORATORY EXPERIMENTS; VALENCIA; WIND VELOCITIES; WINDY CONDITIONS; ZEEBRUGGE BREAKWATER;

STORMS;

EID: 84950320136     PISSN: 01613782     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.1142/9789812701916-0054     Document Type: Conference Paper

References (24)

1. Douglass, S. L. 1990. Influence of Wind on Breaking Waves, J. Waterway, Port, Coast, and Ocean Engr., 115(5), 703-708
2. Galloway, J. S., Collins, M. B., and Moran, A. D. 1989. Onshore / Offshore Wind Influence on Breaking Waves: An Empirical Study, Coastal Engineering, 13, 305-323.
3. Garrido, J., González-Escrivá, J. A., Medina, J. R. and Korthenhaus, A. 2004. Spatial Variability and Foreshore Influence on Overtopping, Proceedings of the 29th International Conference on Coastal Engineering, ASCE, (pending publication).
4. González-Escrivá, J. A. and Medina, J. R. 1999. Wave and Wind Tunnel Testing for Analysis of Runup and Overtopping, Proceedings of the International Conference on Coastal Structures, A. A. Balkema, (1), 413-420.
5. González-Escrivá, J. A. Medina, J. R., Garrido, J. and Rouck, J. 2002. Wind Effects on Runup and Overtopping: Influence on Breakwater Design, Proceedings of the 28th International Conference on Coastal Engienering, ASCE, pp. 2251-2263.
6. Grüne, J. 1982. Wave Run-up caused by Natural Storm Surge Waves, Proceedings of the 18th International Conference on Coastal Engineering, ASCE, pp. 785-803.
7. Hashida, M., Matsunaga, N. and Irie, I. 1996. Landward Transport of Spray generated from a Wave Absorbing Wall. Proceedings of the 25th International Conference on Coastal Engineering, ASCE, pp. 1022-1033.
8. Igawaki, Y., Tsuchica, M. and Inoue, M. 1966. On the Effect of Wind on Wave Overtopping on Vertical Seawalls, Bulletin Disaster Prevention Research Institute, Kyoto University, 16(1), No 105: 11-30.
9. Korthenhaus, A., and Medina, J. R., González-Escrivá, J. A. and Garrido, J. 2004. Final Report on Laboratory Measurements (Zeebrugge), CLASH Report. 111pp.
10. Matsunaga, N., Hashida, M., Mizui, H. and Sugihara, Y. 1994. Quantity of Spray Transported by Strong Winds over Breaking Waves, Proceedings of the 24th International Conference on Coastal Engineering, ASCE, pp 219-231.
11. Medina, J. R. 1998. Wind Effects on Runup and Breakwater Crest Design, Proceedings of the 26th International Conference on Coastal Engineering, ASCE, pp. 1068-1081.
12. Medina, J. R., González-Escrivá, J. A., Garrido, J. and de Rouck, J. 2002. Overtopping Analysis using Neural Networks, Proceedings of the 28th International Conference on Coastal Engineering, ASCE, pp. 2165-2177.
13. Murphy, J. and Kingston, K. 1996. Wave Runup/Rundown, MAST II Project 'Full scale dynamic load monitoring of rubble mound breakwaters' (MAS2-CT92-0023), Ghent University Press, Thematic Report B.
14. Rae, W. H. Jr. and Pope, A. 1984. Low-Speed Tunnel Testing, Wiley Interscience.
15. Rouck, J. de, Troch, P., Damme, L. van, Eelen, B. and Schlütter, F. 1998. Wave Runup and Overtopping Prototype versus Scale Models, Proceedings of the 26th International Conference on Coastal Engineering, ASCE, pp. 1068-1081.
16. Rouck, J. de, Boone, C. and Van der Walle, B. 2001. The Optimisation of Crest Level Design of Sloping Coastal Structures through Prototype Monitoring and Modelling (Final Report), MAST III Project 'Optimisation of crest level design of sloping coastal structures through prototype monitoring and modelling' (MAS3-CT97-0116), Ghent University, 127 pp.
17. th International Conference on Coastal Engineering, ASCE, pp. 1916-1929.
18. Troch, P., Geeraerts, J., Van de Walle, B, Rouck, J., Van Damme, L., Allsop, W., and Franco, L. 2004. Full-scale Wave Overtopping Measurements on the Zeebrugge Rubble Mound Breakwater, Coastal Engineering 51 (2004) 609-628
19. U. S. Army Coastal Engineering Research Center. 1984. Shore Protection Manual, U. S. Govt. Printing Office, 1182 pp.
20. Van der Meer, J. 2002. Technical Report on Wave Run-up and Wave Overtopping at Dikes, TAW (Dutch Technical Advisory Committee on Water Defence), Delft, The Netherlands, 44 pp.
21. Waal, J. P. 1993. Influence of Wind on Wave Overtopping of Vertical Walls, Delft Hydraulics, 25 p.
22. Waal, J. P. de, Tönjes, P. and van der Meer, J. 1996. Wave Overtopping of Vertical Structures including Wind Effect, Proceedings of the 25th International Conference on Coastal Engineering, ASCE, 2216-2229.
23. Ward, D. L., and Wibner, C. G., Zhang, J. and Edge, B. 1994. Wind Effects on Runup and Overtopping, Proceedings of the 24th International Conference on Coastal Engineering, ASCE, 1687-1699.
24. Ward, D. L., Zhang, J., Wibner, C. G. and Cinoto, C. M. 1996. Wind Effects on Runup and Overtopping of Coastal Structures, Proceedings of the 25th International Conference on Coastal Engineering, ASCE, 2206-2215.