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Design of Buoys for Mounting Wind Turbines at Exposed Sites

Journal of Ocean University of China 2018年第2期17卷 257-266页

作者： ERDOGAN Beytullah CELIKKOL Barbaros swift robinson Department of Mechanical Engineering Bülent Ecevit UniversityZonguldak 67200Turkey Department of Mechanical Engineering University of New HampshireDurhamNH 03824USA

In this study, two designs for a buoy capable of supporting a 10 kW wind turbine and its tower were developed to operate at the University of New Hampshire's Center of Ocean Renewable Energy testing site located off the Isles of Shoals, New Hampshire. The buoys are to be moored by a catenary chain system. To evaluate wave response, two Froude-scaled models were constructed, tested, and compared at the Ocean Engineering wave tank at the University of New Hampshire. These buoys have been implemented and compared with wave tank measurements of the spar displacement at a reference elevation 2.44 m above the mean water level.

关键词： wind energy ocean wave buoy

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Dynamics of Submersible Mussel Rafts in Waves and Current

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China Ocean Engineering 2015年第3期29卷 431-444页

作者： WANG Xin-xin M.robinson swift Tobias DEWHURST Igor TSUKROV Barbaros CELIKKOL Carter NEWELL Center for Ocean Engineering and Mechanical Engineering Department University of New Hampshire Laboratory of Fisheries Engineering Fisheries College Ocean University of China Pemaquid Mussel Farms

To investigate the dynamics of submersible mussel rafts, the finite element program Aqua-FETM, developed by the University of New Hampshire（UNH）, was applied to rafts moored at the surface and submerged. The submerged configuration is used to reduce wave forcing and to avoid contact with floating ice during winters in northern waters. Each raft consists of three pontoons connected by a grid framework. Rafts are intended to support densely spaced mussel ropes hung from the framework. When submerged, the pontoons are flooded, and the raft is held vertically by floats attached by lines. The computer models were developed in Aqua-FE？ to simulate the effects of waves and current. They were validated by comparison with wave tank results by use of a 1/10 scale raft physical model. Comparisons showed good agreement for the important heave（vertical） and pitch（rotational） motions, though there was a tendency towards conservative results for wave and current drag. Full-scale simulations of surface and submerged single raft and two rafts connected in tandem were performed. Submerged raft wave response was found to be reduced relative to that at the surface for both the single and two-raft configurations. In particular, the vertical motion of mussel rope connection points was significantly reduced by submergence, resulting in reduced potential for mussel drop-off. For example, the maximum vertical velocities of mussel rope attachment points in the submerged two raft case were 7%-20% of the corresponding velocities when at the surface.

关键词： mussel raft submersible mussel ropes finite element model waves and current storm response

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