OVERTOPPING ON RUBBLE MOUND BREAKWATERS FOR LOW STEEPNESS WAVES IN DEEP AND DEPTH LIMITED CONDITIONS

Nicole Færch Christensen; Mads S¸nderstrup R¸ge; Jonas Bjerg Thomsen; Thomas Lykke Andersen; Hans Falk Burcharth; Jorgen Quvang Harck N¸rgaard

doi:10.9753/icce.v34.structures.6

No. 34 (2014), Coastal Structures

No. 34 (2014)

OVERTOPPING ON RUBBLE MOUND BREAKWATERS FOR LOW STEEPNESS WAVES IN DEEP AND DEPTH LIMITED CONDITIONS

Coastal Structures

Published 2014-10-30

Nicole Færch Christensen
Mads S¸nderstrup R¸ge
Jonas Bjerg Thomsen
Thomas Lykke Andersen
Hans Falk Burcharth
Jorgen Quvang Harck N¸rgaard

Nicole Færch Christensen

Mads S¸nderstrup R¸ge

Jonas Bjerg Thomsen

Thomas Lykke Andersen

Hans Falk Burcharth

Jorgen Quvang Harck N¸rgaard

PDF

Keywords

overtopping
conventional rubble mound breakwater
berm breakwater
long waves

How to Cite

OVERTOPPING ON RUBBLE MOUND BREAKWATERS FOR LOW STEEPNESS WAVES IN DEEP AND DEPTH LIMITED CONDITIONS. (2014). Coastal Engineering Proceedings, 1(34), structures.6. https://doi.org/10.9753/icce.v34.structures.6

Abstract

In this paper, the investigation of overtopping on rubble mound breakwaters for low steepness waves in both deep and shallow-water conditions are presented. The existing formulae provide quite different results for long waves for both conventional and berm breakwaters. Therefore, new model tests with focus on long waves have been performed for both types of breakwaters. The new model tests showed some deviation from the formulae. Therefore, limitations in the use of the present methods and an update for one of the methods are presented.

PDF

References

Burcharth, H.F. (2004). On Scale Effect Related to Runup and Overtopping for Rubble Mound Structures. Report of EU-research project CLASH.

Burcharth, H.F. and Lykke Andersen, T. (2007). Scale effects related to Small Physical Modelling of Overtopping of Rubble Mound Breakwaters. Proc. Coastal Structures, Venice, 2007.

EurOtop Manual. (2007). Overtopping Manual; Wave Overtopping of Sea Defences and Related Structures - Assessment Manual. UK: Allsop, N.W.H, Pullen, T., Bruce, T. NL: van der Meer, J.W., DE: Schuttrumpf, H., Kortenhaus, A. www.overtopping-manual.com.

Helgason, E. and Burcharth, H.F. (2006). Comparison between Overtopping Discharge in Small and Large Scale Models. Proc. Int. Conference on Coastal Engineering 2006. San Diego, California, U.S.A.

Lykke Andersen, T. 2006. Hydraulic Response of Rubble Mound Breakwaters: scale effects - berm breakwaters. Ph.D.-thesis, Hydraulics & Coastal Engineering Laboratory, Department of Civil Engineering, Aalborg University, Aalborg. Series Paper, nr. 27.

Lykke Andersen, T., Burcharth, H.F., Gironella, X. 2011 Comparison of new large and small scale overtopping tests for rubble mound breakwaters Coastal Engineering, 58, pp. 351-373.

Røge, M. S., Thomsen, J. B., Christensen, N. F., Andersen, T. L., Burcharth, H. F. 2014. Rock Armour Stability in Shallow Water Waves of Low Steepness. A New Stability Formula, Submitted to Coastal Engineering for review

Sigurdarson, S. and J. W. van der Meer. 2013. Design of berm breakwaters, recession, overtopping and reflection. Proc. ICE, Coasts, Marine Structures and Breakwaters 2013, Edinburgh, UK.

Thomsen, J.B., Røge, M.S., Christensen, N.F., Andersen, T.L. and van der Meer, J.W. 2014. Stability of Hardly Reshaping Berm Breakwaters Exposed to Long Waves. Proceedings of the 34th International Conference on Coastal Engineering, 2014, Seoul, Korea.

Van Gent, M.R.A., van den Boogaard, H.F.P., Pozueta, B, Medina, J.R. 2007. Neural network modelling of wave overtopping at coastal structures.

Authors retain copyright and grant the Proceedings right of first publication with the work simultaneously licensed under a Creative Commons Attribution License that allows others to share the work with an acknowledgement of the work's authorship and initial publication in this Proceedings.

Most read articles by the same author(s)

Thomas Lykke Andersen, Mohammad Navid Moghim, Hans Falk Burcharth, REVISED RECESSION OF RESHAPING BERM BREAKWATERS , Coastal Engineering Proceedings: No. 34 (2014): Proceedings of 34th Conference on Coastal Engineering, Seoul, Korea, 2014
J¸rgen Quvang Harck N¸rgaard, Thomas Lykke Andersen, DISTRIBUTION OF WAVE LOADS FOR DESIGN OF CROWN WALLS IN DEEP AND SHALLOW WATER , Coastal Engineering Proceedings: No. 34 (2014): Proceedings of 34th Conference on Coastal Engineering, Seoul, Korea, 2014
Piero Ruol, Paolo Martin, Thomas Lykke Andersen, Luca Martinelli, EXPERIMENTAL INVESTIGATION ON CAISSON BREAKWATER SLIDING , Coastal Engineering Proceedings: No. 34 (2014): Proceedings of 34th Conference on Coastal Engineering, Seoul, Korea, 2014
Mads R¸ge Eldrup, Thomas Lykke Andersen, Jonas Bjerg Thomsen, Hans Falk Burcharth, OVERTOPPING ON BREAKWATERS WITH A PERMEABLE CREST , Coastal Engineering Proceedings: No. 36 (2018): Proceedings of 36th Conference on Coastal Engineering, Baltimore, Maryland, 2018
Thomas Lykke Andersen, Maria Clavero, Mads R¸ge Eldrup, Peter Frigaard, Miguel Losada, ACTIVE ABSORPTION OF NONLINEAR IRREGULAR WAVES , Coastal Engineering Proceedings: No. 36 (2018): Proceedings of 36th Conference on Coastal Engineering, Baltimore, Maryland, 2018
Mads S¸nderstrup R¸ge, Nicole Færch Christensen, Jonas Bjerg Thomsen, J¸rgen Quvang Harck N¸rgaard, Thomas Lykke Andersen, WAVE LOADS ON RUBBLE MOUND BREAKWATER CROWN WALLS IN LONG WAVES , Coastal Engineering Proceedings: No. 34 (2014): Proceedings of 34th Conference on Coastal Engineering, Seoul, Korea, 2014
Lars Andersen, Hans Falk Burcharth, Thomas Lykke Andersen, VALIDITY OF SIMPLIFIED ANALYSIS OF STABILITY OF CAISSON BREAKWATERS ON RUBBLE FOUNDATION EXPOSED TO IMPULSIVE LOADS , Coastal Engineering Proceedings: No. 32 (2010): Proceedings of 32nd Conference on Coastal Engineering, Shanghai, China, 2010.
Jonas Bjerg Thomsen, Mads S¸nderstrup R¸ge, Nicole Færch Christensen, Thomas Lykke Andersen, Jentsje Van der Meer, STABILITY OF HARDLY RESHAPING BERM BREAKWATERS EXPOSED TO LONG WAVES , Coastal Engineering Proceedings: No. 34 (2014): Proceedings of 34th Conference on Coastal Engineering, Seoul, Korea, 2014
Hans Falk Burcharth, Thomas Lykke Andersen, Josep R. Medina, STABILITY OF CUBIPOD ARMOURED ROUNDHEADS IN SHORT-CRESTED WAVES. A COMPARISON BETWEEN CUBIPOD AND CUBE ARMOUR STABILITY , Coastal Engineering Proceedings: No. 32 (2010): Proceedings of 32nd Conference on Coastal Engineering, Shanghai, China, 2010.
J¸rgen Quvang Harck N¸rgaard, Lars Vabbersgaard Andersen, Thomas Lykke Andersen, Hans F. Burcharth, DISPLACEMENT OF MONOLITHIC RUBBLE-MOUND BREAKWATER CROWN-WALLS , Coastal Engineering Proceedings: No. 33 (2012): Proceedings of 33rd Conference on Coastal Engineering, Santander, Spain, 2012

1 2 > >>

OVERTOPPING ON RUBBLE MOUND BREAKWATERS FOR LOW STEEPNESS WAVES IN DEEP AND DEPTH LIMITED CONDITIONS

Keywords

How to Cite

Download Citation

Abstract

References

Most read articles by the same author(s)