Three-dimensional investigations of wave overtopping on rubble mound structures

Coastal Engineering

Volumn 56, Issue 2, 2009, Pages 180-189

  Lykke Andersen, T ^a   Burcharth, H F ^a  

^a AALBORG UNIVERSITY   (Denmark)

Author keywords

Directional spreading; Physical model tests; Rubble mound breakwater; Wave obliquity; Wave overtopping

Indexed keywords

BREAKWATERS; HYDRAULIC STRUCTURES; TESTING; THREE DIMENSIONAL; WATER WAVE EFFECTS; WATER WAVES;

DIRECTIONAL SPREADING; PHYSICAL MODEL TESTS; RUBBLE MOUND BREAKWATER; WAVE OBLIQUITY; WAVE OVERTOPPING;

WAVES;

BREAKWATER; COASTAL ENGINEERING; MODEL TEST; OBLIQUITY; OVERTOPPING; THREE-DIMENSIONAL MODELING; WAVE-STRUCTURE INTERACTION;

EID: 59149101170     PISSN: 03783839     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.coastaleng.2008.03.007     Document Type: Article

References (14)

1. Aalborg University, 2007a. AwaSys 5 homepage. http://www.hydrosoft.civil.auc.dk/AwaSys.
2. Aalborg University, 2007b. WaveLab 2 homepage. http://www.hydrosoft.civil.auc.dk/wavelab.
3. Allsop N.W.H. Overtopping of seawalls under random waves. MAST advanced course, (1994) Bologna
4. Banyard L., and Herbert D.M. The effect of wave angle on the overtopping of seawalls (1995), HR Wallingford Report SR396
5. Bruce T., Van der Meer J.W., Franco L., and Pearson J.M. Overtopping performance of different armour units for rubble mound breakwaters. Coastal Engineering 56 (2009) 166-179 10.1016/j.coastaleng.2008.03.015 (this issue)
6. de Waal J.P., and van der Meer J.W. Wave run-up and overtopping on coastal structures. Proc. of the 23th international conference on Coastal Engineering, Venice, Italy (1992)
7. Galland J.C. Rubble mound breakwater stability under oblique waves: an experimental study. Proc. 24th ICCE, Kobe (1994) 1061-1074
8. Hashimoto N. Directional spectrum estimation from a Bayesian approach. Proc. 21th ICCE, Malaga, Spain (1988)
9. Hebsgaard M., Sloth P., and Juul J. Wave overtopping of rubble mound breakwaters. Proc. 26th ICCE, Copehagen, Denmark (1998) paper no. 325
10. Longuet-Higgins M.S., et al. Observations of the Directional Spectrum of Sea Waves Using the Motions of a Floating Buoy, Ocean Wave Spectra (1963), Prentice-Hall, Inc., Englewood Cliffs, N. J. 111-136
11. Lykke Andersen, T., 2006.Hydraulic Response of Rubble Mound Breakwaters. Scale Effects - Berm Breakwaters. PhD thesis, Aalborg University.
12. Van der Meer J.W., and Janssen J.P.F.M. Wave run-up and overtopping at dikes. Wave forces on inclined and vertical wall structures, ASCE (1994)
13. Van der Meer J.W., Verhaeghe H., and Steendam G.J. The new wave overtopping database for coastal structures. Coastal Engineering 56 (2009) 108-120 10.1016/j.coastaleng.2008.03.012 (this issue)
14. Van Gent M.R.A., van den Boogaard H.F.P., Pozueta B., and Medina J.R. Neural network modelling of wave overtopping at coastal structures. Coastal Engineering 54 8 (2007) 586-593