New results on scale effects for wave overtopping at coastal structures

International Conference on Coastlines, Structures and Breakwaters 2005: Harmonising Scale and Detail - Proceedings of the International Conference on Coastlines, Structures and Breakwaters 2005

Volumn 2006, Issue , 2006, Pages 29-43

  De Rouck, J ^a   Geeraerts, J ^a   Troch, P ^a   Kortenhaus, A ^b   Pullen, T ^c   Franco, L ^d  

^a GHENT UNIVERSITY   (Belgium)

^b Leichtweib Institut fur Wasserbau   (Germany)

^c HR WALLINGFORD   (United Kingdom)

^d Modimar Srl   (Italy)

Author keywords

[No Author keywords available]

Indexed keywords

COASTAL ENGINEERING; COASTAL ZONES; MATHEMATICAL MODELS; WATER WAVES; WIND EFFECTS;

COASTAL STRUCTURES; SCALE MODEL TESTS; WAVE OVERTOPPING;

STRUCTURAL ANALYSIS;

EID: 33750279666     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (22)

1. Besley, P., 1999. Wave overtopping of Seawalls. Design and Assessment Manual. Hydraulics Research Wallingford. R&D Technical Report W178, ISBN 1 85705 069 X.
2. Burcharth, H.F., Liu, Z., Troch, P. (1999): Scaling of core material in rubble mound breakwater model tests. Proc. Int. Conf. on Coastal and Port Engineering in Developing Countries (COPEDEC), no. 5, Cape Town, South Africa, pp. 1518-1528.
3. De Rouck, J., Troch, P., Van de Walle, B., van Gent, M., Van Damme, L., De Ronde, J., Frigaard, P., Murphy, J., 2001. Wave run-up on sloping coastal structures: prototype versus scale model results. Proc. Int. Conf. on Coastlines, Structures and breakwaters 2001, 26-28 Sept. 2001, Institution of Civil Engineers, London, UK.
4. De Rouck, J., Van de Walle, B., Geeraerts, J., Troch, P., Van Damme, L., Kortenhaus, A., Medina, J.R., 2003. Full scale wave overtopping measurements. Proc. of Conf. Coastal Structures '03, Portland, USA.
5. Franco, L., Bellotti, G., Briganti, R., De Rouck, J., Geeraerts, J., 2003. Full Scale Measurements of wave overtopping at Ostia yacht harbour breakwater. Proc. of Conf. Coastal Structures '03, Portland, USA.
6. Garrido, J.M., González-Escrivá, J.A., Medina, J.R., Kortenhaus, A., 2004: Spatial variability and foreshore influence on overtopping. Proc. 29th Int. Conf. Coastal Engineering, Lisbon, Portugal.
7. Geeraerts, J., Boone, C. (2004). CLASH: Full Scale Measurements on the Zeebrugge breakwater- Second Winter Season, Ghent University, Belgium.
8. Geeraerts, J., Troch, P., De Rouck, J., Willems, M., Franco, L., Bellotti, G., Briganti, R., 2004. Wave overtopping at Ostia yacht harbour breakwater - Comparison between prototype and model tests in 2D and 3D. Proc. 29th Int. Conf. Coastal Engineering, Lisbon, Portugal.
9. Gonzalez-Escrivá, J.A.; Garrido, J.; Medina, J.R.; Geeraerts, J., 2004. Laboratory real storm reproduction using wind. Proc. 29th Int. Conf. Coastal Engineering, Lisbon, Portugal.
10. Kajima, R., Sakakiyama, T., 1994. Review of works using CRIEPI flume and present work. Coastal Dynamics, Barcelona, Spain, pp. 614-627.
11. Kortenhaus, A., Oumeraci, H., Geeraerts, J., De Rouck, J., Medina, J.R., Gonzalez-Escriva, J.A., 2004a. Laboratory effects and other uncertainties in wave overtopping measurements. Proc. 29th Int. Conf. Coastal Engineering, Lisbon, Portugal.
12. Kortenhaus, A., van der Meer, J.W., Burcharth, H., Geeraerts, J., van Gent, M., Pullen, T., 2004b. Final report on scale effects. CLASH WP7-report. LWI, Germany.
13. Müller, D.R., 1995. Auflaufen und Überschwappen von Impulswellen an Talsperren. Mitteilungen der Versuchsanstalt für Wasserbau, Hydrologie und Glaziologie der ETH Zürich, Zürich, Switzerland, Band 137, S. 1-201. In German.
14. Oumeraci, H., 1999. Strengths and limitations of physical modelling in coastal engineering -synergy effects with numerical modelling and field measurements. Proceedings Hydralab Workshop on Experimental Research and Synergy Effects with Mathematical Models, Evers, K.-U.; Grüne, J.; Van Os, A. (eds.), Hannover, Germany, pp. 7-38.
15. Pullen, T., Allsop, N.W.H, Bruce, T., Geeraerts, J., 2003. Violent wave overtopping: Clash Field Measurements at Samphire Hoe. Proc. of Conf. Coastal Structures '03, Portland, USA.
16. Pullen, T., Allsop, N.W.H, Bruce, T., Pearson, J. & Geeraerts, J., 2004. Violent wave overtopping at Samphire Hoe: Field and Laboratory Measurements. Proc. 29th Int. Conf. Coastal Engineering, Lisbon, Portugal.
17. Schulz, K.-P., 1992. Maßstabseffekte beim Wellenauflauf auf glatten und rauhen Böschungen. Mitteilungen Leichtweiß-Institut für Wasserbau der Technischen Universität Braunschweig, Heft 120, Braunschweig, Germany. In German.
18. Schüttrumpf, H., 2001. Wellenüberlaufströmung bei Seedeichen - experimentelle und theoretische Untersuchungen. Fachbereich Bauingenieurwesen, Technische Universität Braunschweig. Mitteilungen Leichtweiß-Institut für Wasserbau der Technischen Universität, LWI, Braunschweig, Germany, Heft 149, S. 1-124. In German.
19. TAW, 2002. [Dutch Technical Advisory Committee on Water Defence] Technisch Rapport Golfoploop en Golfoverslag bij Dijken [Technical Report on Wave Run-up and Wave overtopping at dikes]. In Dutch. 44pp, Delft, The Netherlands.
20. Troch, P., Geeraerts, J., Van de Walle, B., De Rouck, J., Van Damme, L., Franco, L., Allsop, W., 2004. Full scale wave overtopping measurements on the Zeebrugge rubble mound breakwater. Coastal Engineering, Elsevier. Vol. 51 / 7 pp. 609-628.
21. van der Meer, J.W., van Gent, M., Pozueta, B., Verhaeghe, H., Steendam, G.J., Medina, J.R., 2005. Applications of a neural network to predict wave overtopping at coastal structures. Proc. Int. Conf. on Coastlines, Structures and breakwaters 2005, Institution of Civil Engineers, London, UK.
22. Verhaeghe, H., van der Meer, J.W., Steendam, G.J., 2004. Report: database on wave overtopping at coastal structures. CLASH - Crest Level Assessment of Coastal Structures, Workpackage 2.