“Fatigue in Breakwater Armour Units.” Proc. TRITA-VBI-120, Royal Institute of Technology, Sweden.īurcharth, H. “Material, Structural Design of Armour Units: Seminaral Rubble Mound Breakwaters.” Bull. of Mound for Breakwater and Coastal Protection. “Laboratory Study of Rubble Foundations for Vertical Breakwaters:” Proc. “Hydraulic Performance of Breakwater Crown Wall.” Report No SR 142, HRS.īrebner A. Army Corps of Engineer Waterways Experiment Station, Vicksburg, MS, TR h-76–81.īradbury, A. “Waianae Small Boat Harbor, Oahu, Hawaii, Design for Wave Protection,” CERC, U.S. in Developing Countries, Beijing.īottin, R., Chatman, C., Carver, R., 1976. “Design Criteria for Placed Block Revetments and Granular Filters.” Proc. “Essai sur les digues maritimes verticales.”īezuijen, A., Klein Brettler, M., Bakken, K. “Discussion on Paper 5.” Proceedings of the Conference on Breakwaters 1988, Eastbourne, UK.īattjes, J. “The Design of Breakwaters Using Quarried Stones.” Proc. “Interim Report of Wave Pressure Research.” Journal of the Institute of Civil Engineers, Vol. “A Model of Impulsive Pressure.” Proceedings of Japanese Conference on Coastal Engineering, Vol 37, 629–633 (in Japanese).īagnold, R. “Wave Overtopping on Rubble Mound Breakwaters.” Proc. “Wave Run-Up’ on Steep Slopes Model Tests Under Random Waves, Hy-` draulics Research, Wallingford Report SR2.Īminti, P., Franco, L., 1988. International Workshop on Wave Barriers in Deepwaters, Port and Harbour _ Research ` Institute, Yokosuka, Japan, pp. W., 1994, “Reflections from Vertical Walls: The Potential for Improvement in Vessel Safety and Wave Disturbance.” Proc. of the 22nd ICCE Conf., Delft, The Netherlands, pp.’ 1460–1472.Īllsop, N. “Reflection Performance of Rock Armoured Slopes in Random Waves.” Proc. “Low-Crest Breakwaters, Studies in Random Waves” ASCE Proceedings of Coastal Structures ‘83, pp. Army Corps of Engineers, Vicksburg, Technical Report, 87–17.Īllsop, N. “Characteristics of Reef Breakwaters.” CERC, U.S. Army Corps of Engineers, Vicksburg, MS, CETA 81–17.Īhrens, J. “Irregular Wave Run-up on Smooth Slopes.” CERC, U.S. This course is organized in seven modules corresponding to the seven chapters of the Cubipod® Manual 2016, which will be used as the basic reference book.Alens, J. This course facilitates the preliminary design of single- and double-layer Cubipod® armored breakwaters. During the feasibility studies, different workable preliminary designs are compared later, several alternatives are analyzed in detail. This course is focused on Cubipod® armored breakwaters, considering the logistic constraints and minimizing the economic cost as well as the carbon and energy footprints. This course will be beneficial if you are a civil engineer analyzing variants for breakwaters and feasibility studies. Cubipod® is a massive concrete armor unit, the only one which can be safely and easily used in single- and double-layer armoring. The goal of this course is to provide the tools to create feasible designs of mound breakwaters protected with Cubipod® armors fulfiling the prescribed economic, functional and safety requirements. The course is planned for civil engineers and other professionals familiar with common coastal and port engineering concepts and terminology. This course is intended for professionals of coastal and port engineering who work in the preliminary design and feasibility studies of breakwaters.
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