Distribution of individual wave overtopping volumes in shallow water wave conditions

Coastal Engineering

Volumn 83, Issue , 2014, Pages 15-23

  Nørgaard, Jørgen Quvang Harck ^a   Lykke Andersen, Thomas ^a   Burcharth, Hans F ^a  

^a AALBORG UNIVERSITY   (Denmark)

Author keywords

Individual overtopping volumes; Maximum overtopping volume; Physical modeling; Rubble mound breakwater; Wave height distribution; Wave overtopping

Indexed keywords

INDIVIDUAL OVERTOPPING VOLUMES; MAXIMUM OVERTOPPING VOLUME; PHYSICAL MODEL; RUBBLE MOUND BREAKWATERS; WAVE HEIGHTS; WAVE OVERTOPPINGS;

BREAKWATERS; MODELS; WEIBULL DISTRIBUTION;

WATER WAVES;

BREAKWATER; OVERTOPPING; PHYSICAL ANALYSIS; SHALLOW WATER; WATER WAVE; WAVE HEIGHT;

EID: 84885760718     PISSN: 03783839     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.coastaleng.2013.09.003     Document Type: Article

References (19)

1. Aalborg University AwaSys webpage (Department of Civil Engineering, Aaalborg University). http://hydrosoft.civil.aau.dk/AwaSys.htm.
2. Battjes J.A., Groenendijk H.W. Wave height distributions on shallow foreshores. Coast. Eng. 2000, 40:161-182.
3. Besley P. Wave overtopping of seawalls. Design and Assessment Manual. R&D Technical Report W178 1999, HR Wallingford.
4. Briganti R., Bellotti G., Franco L., De Rouck J., Geeraerts J. Field measurements of wave overtopping at the rubble mound breakwater of Rome-Ostia yacht harbour. Coast. Eng. 2005, 52(12):1155-1174. (December). 0378-3839.
5. Burcharth H.F., Liu Z., Troch P. Scaling of core material in rubble mound breakwater model tests. Proc. of the Fifth International Conference on Coastal and Port Engineering in Developing Countries, Cape Town, South Africa 1999, 1518-1528.
6. De Rouck J., Van de Walle B., Troch P., van de Meer J., Van Damme L., Medina J.R., Willems M., Frigaard P. Wave run-up on the Zeebrugge Rubble Mound Breakwater: full-scale measurement results versus laboratory results. J. Coast. Res. 2007, 23(3):584-591. 10.2112/04-0157A.1.
7. Franco L., de Gerloni M., van der Meer J.W. Wave overtopping on vertical and composite breakwaters. Proc. 24th International Conference on Coastal Engineering 1994, 1030-1044. ASCE, New York.
8. Holthuijsen L.H. Waves in Oceanic and Coastal Waters 2007, Cambridge University Press.
9. Klopman G., van der Meer J.W. Random wave measurements in front of reflective structures. J. Waterw. Port Coast. Ocean Eng. ASCE 1999, 125(1):39-45.
10. Lykke Andersen T., Burcharth H.F., Gironella X. Comparison of new large and small scale overtopping tests for rubble mound breakwaters. Coast. Eng. 2011, 58(4):351-373. 0378-3839, 10.1016/j.coastaleng.2010.12.004.
11. Lykke Andersen T., Burcharth H.F., Gironella F.X. Single wave overtopping volumes and their travel distance for rubble mound breakwaters. Coastal Structures 2007: Proceedings of the 5th International Conference, Venice, Italy, 2-4 July 2007 2009, 1241-1252. World Scientific Publishing Co Pte Ltd., Venice, Italy.
12. Mansard E.D., Funke E. The measurement of incident and reflected spectra using a least-square method. Proceedings of the 17th International Conference on Coastal Engineering 1980, vol. 2:154-172. ASCE.
13. Nørgaard J.Q.H., Andersen T.L., Burcharth H.F. Wave loads on crown walls of rubble mound breakwaters in deep and shallow-water wave conditions. Coast. Eng. 2012, 80:137-147. (October 2013). 0378-3839, 10.1016/j.coastaleng.2013.06.003.
14. Nørgaard J.Q.H., Andersen L.V., Andersen T.L., Burcharth H.F. Displacement of monolithic rubble-mound breakwater crown-walls. 33rd International Conference on Coastal Engineering ICCE 2012, Santander, Spain 2012.
15. Pullen T., Allsop W., Bruce T., Kortenhaus A., Schuttrumpf H., van der Meer J. Wave overtopping of sea defenses and related structure: assessment manual http://www.overtopping-manual.com.
16. Van der Meer J.W., Janssen J.P.F.M. Wave Run-up and Wave Overtopping at Dikes and Revetments 1994, Delft Hydraulics.
17. Van Gent M.R.A. Wave Runup on Dikes with Shallow Foreshores. J. Waterw. Port Coast. Ocean Eng. 2001, 127(5):254-262.
18. Van Gent M.R.A., van den Boogaard H.F.P., Pozueta B., Medina J.R. Neural network modelling of wave overtopping at coastal structures. Coast. Eng. 2007, 54(8):586-593. (August 2007).
19. Victor L., van der Meer J.W., Troch P. Probability distribution of individual wave overtopping volumes for smooth impermeable steep slopes with low crest freeboards. Coast. Eng. 2012, 64:87-101. (June 2012). 0378-3839, 10.1016/j.coastaleng.2012.01.003.