![]() Anrhs, Evolution of concrete monohulls after the Nkossa Barge, in Offshore Technology Conference (1997). Suzuki, Overview of megafloat: concept, design criteria, analysis, and design. A class of 2D OWC-integrated breakwater design concepts has been analysed with present approach. ROM 3.1-99, Recommendations for the design of the maritime configuration of ports, approach channels and harbour basins, 2007*** ![]() PIANC, Floating breakwaters-a practical guide for design and construction. Detached breakwaters aim to protect a coast or activities along the coastline (e.g. ![]() PIANC, Harbour approach channels design guidelines, 2014. References (27) GEOTECHNICAL ASPECTS OF BREAKWATER DESIGN AND CONSTRUCTION. Ohta, Hydroelastic responses of the mega-float phase-II model in waves, in Proceedings of the Twelfth (2002) International Offshore and Polar Engineering Conference, 2002 Gironella, Floating breakwaters under regular and irregular wave forcing: reflection and transmission characteristics. Army, Corps of Engineers, Coastal Engineering Research Center, 1981Į. Hales, Floating breakwaters: state-of-the-art literature review. Fousert, Floating breakwater: theoretical study of a dynamic wave attenuating system. Master Thesis, TU Delft, 2013ĭNV, DNV-OS-C502-offshore concrete structures. Biesheuvel, Effectiveness of floating breakwaters: wave attenuating floating breakwaters. 1.The aft and forward pontoons are symmetrical and their design is governed by the width, w p, and height, h p. Suchstrengthhasled to their use throughout the world. The Oscillating Water Column (OWC) WEC is among the most researched and developed wave energy technologies to date, with literature of the concept first published by Yoshio Masuda in 1971 6, and origins dating back as far as 1910 7. By using caissons as the vertical wall, composite breakwaters provide an extremely stable structure even in rough, deep seas. Andrianov, Hydroelastic analysis of very large floating structures. The research conducted considers a -type floating breakwater of length, l b, width, w b and height, h b, operating at a draft, d, as illustrated in Fig. Composite breakwaters consist of a rubble foundation and vertical wall, and are therefore classified as vertical breakwaters.
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