172
Views
1
CrossRef citations to date
0
Altmetric
Original Research Paper

3D physical modeling for checking Level III probabilistic design in breakwaters: A case study in Punta Langosteira Port, Spain

ORCID Icon, ORCID Icon, ORCID Icon & ORCID Icon
Pages 460-471 | Received 13 Jun 2018, Accepted 13 May 2019, Published online: 25 May 2019

References

  • Broderick, L. 1983. “Riprap Stability A Progress Report.” Proceedings of Coastal Structures, 83, 320–330, Arlington, VA.
  • Burcharth, H. F., and S. Hughes. 2002. “Chapter V, Fundamentals of Design.” In Coastal Engineering Manual, Part VI, Engineer Manual 1110-2-1100, U.S. Army Corps of Engineers. Washington, DC: Deparment ofthe Army, U.S. Army Corps of Engineers.
  • Burcharth, H. F., E. Maciñeira, and F. Noya. 2015. “Design, Construction and Performance of the Main Breakwater of the New Outer Port at Punta Langosteira, A Coruña, Spain.” In Design of Coastal Structures and Sea Defenses, edited by Y. C. Kim, 1st ed., 23–76. World Scientific, U.S.
  • Comola, F., T. Lykke Andersen, L. Martinelli, H. F. Burcharth, and P. Ruol. 2014. “Damage Pattern and Damage Progression on Breakwater Roundheads under Multidirectional Waves.” Coastal Engineering 83. Elsevier B.V.: 24–35. doi:10.1016/j.coastaleng.2013.09.004.
  • Corredor, A., M. Santos, E. Peña, E. Maciñeira, M. E. Gómez-Martín, and J. R. Medina. 2014. “Single-Layer Cubipod Armored Breakwaters in Punta Langosteira (Spain).” Coastal Engineering Proceedings 1 12 doi:10.9753/icce.v34.structures.12
  • del Estado, P. 2001. ROM 0.0. General Procedure and Requirements in the Design of Harbor and Maritime Structures (Part I). Edited by Puertos del Estado. 1st ed. Madrid: Gráficas Calima.
  • del Estado, P. 2009. ROM 1.0. Recommendations for the Project Design and Construction of Breakwaters (Part I: Calculation and Project Factors. Climatic Agents). Edited by Puertos del Estado. 1st ed. Madrid: V.A. Impresores S.A.
  • Gomez-Martin, M. E., and J. R. Medina. 2014. “Heterogeneous Packing and Hydraulic Stability of Cube and Cubipod Armor Units.” Journal of Waterway, Port, Coastal and Ocean Engineering 140 (1). 100–108 doi:10.1061/(ASCE)WW.1943-5460.0000223
  • Maciñeira, E., and H. F. Burcharth. 2007. “Spatial Damage Distribution over Cube Armoured Roundheads.” Proceedings of the 31st International Coastal Engineering Conference, 3449–3460. doi:10.1142/9789814277426_0286.
  • Maciñeira, E., and H. F. Burcharth. 2016. “Stability of Cube Armoured Roundheads Exposed to Long Crested and Short Crested Waves.” Coastal Engineering 112 (June). Elsevier: 99–112. doi:10.1016/j.coastaleng.2016.03.002.
  • Maciñeira, E., E. Peña, V. Bajo, J. Sande, and F. Noya. 2015. “Probabilistic Design of a Secondary Breakwater in the New Harbour Basin of the Port of La Coruña.” Coastal Structures and Solutions to Coastal Disasters 2015. doi:10.1061/9780784480304.051.
  • Molines, J., and J. R. Medina. 2016. “Explicit Wave-Overtopping Formula for Mound Breakwaters with Crown Walls Using CLASH Neural Network–Derived Data.” Journal of Waterway, Port, Coastal, and Ocean Engineering 142 (3). doi:10.1061/(ASCE)WW.1943-5460.0000322.
  • Nørgaard, J. Q. H., T. Lykke Andersen, and H. F. Burcharth. 2013. “Wave Loads on Rubble Mound Breakwater Crown Walls in Deep and Shallow Water Wave Conditions.” Coastal Engineering 80 (October). Elsevier: 137–147. doi:10.1016/j.coastaleng.2013.06.003.
  • Pedersen, J., and H. F. Burcharth. 1992. “Wave Forces on Crown Walls.” Proceedings of 23rd Conference on Coastal Engineering, Venice, Italy. Coastal Engineering Research Council. doi:10.1061/9780872629332.113.
  • Pullen, T., N. W. H. Allsop, T. Bruce, A. Kortenhaus, H. Schüttrumpf, and J. W. der Meer. 2007. “EurOtop, European Overtopping Manual-Wave Overtopping of Sea Defences and Related Structures: Assessment Manual.” www.overtopping-manual.com
  • Sande, J., E. Peña, and E. Maciñeira. 2017. “Damage Criteria in Roundheads Armoured with a Single Layer of Cubipod Armor Units.” Coastal Engineering Proceedings; No 35 (2016): Proceedings of 35th Conference on Coastal Engineering, Antalya, Turkey, 2016. doi:10.9753/icce.v35.structures.13.
  • Van der Meer, J. W. 1988. “Stability of Cubes, Tetrapods and Accropode.” Proceedings of the Conference Coastal, Marine Structures and Breakwaters, 71–80. doi:10.3168/jds.S0022-0302(88)79586-7
  • Van der Meer, J. W., W. Allsop, T. Bruce, J. De Rouck, T. Pullen, P. Troch, and B. Zanuttigh. 2016. EurOtop. Manual on Wave Overtopping of Sea Defences and Related Structures. An Overtopping Manual Largely Based on European Research, but for Worldwide Application. 2nd ed. Www.overtopping-Manual.com.
  • Van Gent, M. R. A. 2014. “Oblique Wave Attack on Rubble Mound Breakwaters.” Coastal Engineering 88: 43–54. doi:10.1016/j.coastaleng.2014.02.002.
  • Van Gent, M. R. A., and I. M. Van der Werf. 2010. “Stability of Breakwater Roundheads during Construction.” Proceedings of 32nd Conference on Coastal Engineering, Shanghai, China.
  • Vidal, C., M. A. Losada, and R. Medina. 1991. “Stability O F Mound Breakwater’s Head and Trunk.” Journal of Waterway, Port, Coastal and Ocean Engineering. 117 (6): 570–587. doi:10.1061/(ASCE)0733-950X(1991)117:6(570)

Reprints and Corporate Permissions

Please note: Selecting permissions does not provide access to the full text of the article, please see our help page How do I view content?

To request a reprint or corporate permissions for this article, please click on the relevant link below:

Academic Permissions

Please note: Selecting permissions does not provide access to the full text of the article, please see our help page How do I view content?

Obtain permissions instantly via Rightslink by clicking on the button below:

If you are unable to obtain permissions via Rightslink, please complete and submit this Permissions form. For more information, please visit our Permissions help page.