Please use this identifier to cite or link to this item: https://www.um.edu.mt/library/oar/handle/123456789/106882
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dc.contributor.authorSant, Tonio-
dc.contributor.authorBuhagiar, Daniel-
dc.contributor.authorFarrugia, Robert N.-
dc.date.accessioned2023-02-28T11:35:15Z-
dc.date.available2023-02-28T11:35:15Z-
dc.date.issued2017-
dc.identifier.citationSant, T., Buhagiar, D. & Farrugia, R.N. (2017). Modelling the dynamic response and loads of floating offshore wind turbine structures with integrated compressed air energy storage. ASME 36th International Conference on Ocean, Offshore and Arctic Engineering OMAE 2017, Trondheim.en_GB
dc.identifier.urihttps://www.um.edu.mt/library/oar/handle/123456789/106882-
dc.description.abstractNowadays there is increased interest to incorporate energy storage technologies with wind turbines to mitigate grid-related challenges resulting from the intermittent supply from largescale offshore wind farms. This paper presents a new concept to integrate compressed air energy storage (CAES) in floating offshore wind turbine (FOWT) structures. The FOWT support structures will serve a dual purpose: to provide the necessary buoyancy to maintain the entire wind turbine afloat and stable under different met-ocean conditions and to act as a pressure vessel for compressed air energy storage on site. The proposed concept involves a hydro-pneumatic accumulator installed on the seabed to store pressurized deep sea water that is pneumatically connected to the floating support structure by means of an umbilical conduit. The present study investigates the technical feasibility of this concept when integrated in tension leg platforms (TLPs). The focus is on the impact of the additional floating platform weight resulting from the CAES on the dynamic response characteristics and loads when exposed to irregular waves. A simplified model for sizing the TLP hull for different energy storage capacities is initially presented. This is then used to evaluate the dynamic response of nine different TLP geometries when supporting the NREL1 5MW baseline wind turbine model. Numerical simulations are carried out using the marine engineering software tool ANSYS Aqwa©. The work provides an insight on how TLP structures supporting wind turbines may be optimised to facilitate the integration of the proposed CAES concept. It is shown that it is technically feasible to integrate CAES capacities on the order of Megawatt- Hours within TLP structures without compromising the stability of the floating system; although this would involve a substantial increase in the total structure weight.en_GB
dc.language.isoenen_GB
dc.publisherThe American Society of Mechanical Engineersen_GB
dc.rightsinfo:eu-repo/semantics/restrictedAccessen_GB
dc.subjectOffshore wind power plantsen_GB
dc.subjectWind power plants -- Design and constructionen_GB
dc.subjectEnergy storageen_GB
dc.subjectCompressed airen_GB
dc.titleModelling the dynamic response and loads of floating offshore wind turbine structures with integrated compressed air energy storageen_GB
dc.typeconferenceObjecten_GB
dc.rights.holderThe copyright of this work belongs to the author(s)/publisher. The rights of this work are as defined by the appropriate Copyright Legislation or as modified by any successive legislation. Users may access this work and can make use of the information contained in accordance with the Copyright Legislation provided that the author must be properly acknowledged. Further distribution or reproduction in any format is prohibited without the prior permission of the copyright holder.en_GB
dc.bibliographicCitation.conferencenameASME 36th International Conference on Ocean, Offshore and Arctic Engineering OMAE 2017en_GB
dc.bibliographicCitation.conferenceplaceTrondheim, Norway. 25-30/06/2017.en_GB
dc.description.reviewedpeer-revieweden_GB
dc.identifier.doi10.1115/OMAE2017-61587-
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