Investigations on scour development at tripod foundations for offshore wind turbines: Modeling and application

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dc.identifier.uri http://dx.doi.org/10.15488/1864
dc.identifier.uri http://www.repo.uni-hannover.de/handle/123456789/1889
dc.contributor.author Stahlmann, Arne
dc.contributor.author Schlurmann, Torsten
dc.date.accessioned 2017-09-08T05:51:38Z
dc.date.available 2017-09-08T05:51:38Z
dc.date.issued 2012
dc.identifier.citation Stahlmann, A.; Schlurmann, T.: Investigations on scour development at tripod foundations for offshore wind turbines: Modeling and application. In: Coastal Engineering Proceedings : Proceedings of the International Conference on Coastal Engineering 33 (2012), sediment.90. DOI: https://doi.org/10.9753/icce.v33.sediment.90
dc.description.abstract Regarding offshore constructions, there is still a lack in knowledge of scour progression for complex structures like foundations for offshore wind energy converters at present, which is however necessary for its dimensioning. As an example of such complex structure types, Tripod foundations are constructed in German offshore wind farms at present. In order to describe physical processes and influencing factors on scour progression from a scientific point of view, comprehensive investigations on the scouring phenomena for Tripod foundations have been carried out and will be partly presented here. The overall investigation method consists of a combination of 1:40 small and 1:12 large scale physical model tests in wave flumes, numerical simulations using CFD methods and in-situ measured scour data. For the numerical modeling part, a sediment transport model formulation has been implemented into OpenFOAM software code. The results show a general variability of scour depending on the load boundary conditions and structural parameters. Scours occur both at the foundation piles and directly under the structure, which in this form could not be predicted using standard approaches, but which has to be taken into account when regarding the soil mechanical stability and the final dimensioning of the foundations. eng
dc.description.sponsorship German Federal Environment Ministry (BMU)/GIGAWIND
dc.language.iso eng
dc.publisher Reston : American Society of Civil Engineers
dc.relation.ispartofseries Proceedings of the Coastal Engineering Conference (2012)
dc.rights CC BY 3.0 US
dc.rights.uri https://creativecommons.org/licenses/by/3.0/us/
dc.subject CFD eng
dc.subject Numerical Modeling eng
dc.subject Offshore Wind eng
dc.subject Physical Modeling eng
dc.subject Scour eng
dc.subject Tripod eng
dc.subject Investigation methods eng
dc.subject Large-scale physical model tests eng
dc.subject Offshore constructions eng
dc.subject Offshore wind energy converters eng
dc.subject Offshore winds eng
dc.subject Physical model eng
dc.subject Sediment transport model eng
dc.subject Anchorages (foundations) eng
dc.subject Coastal engineering eng
dc.subject Computational fluid dynamics eng
dc.subject Numerical models eng
dc.subject Offshore wind farms eng
dc.subject Offshore wind turbines eng
dc.subject Scour eng
dc.subject Sediment transport eng
dc.subject Models eng
dc.subject.ddc 550 | Geowissenschaften ger
dc.title Investigations on scour development at tripod foundations for offshore wind turbines: Modeling and application
dc.type article
dc.type conferenceObject
dc.type Text
dc.relation.issn 2156-1028
dc.relation.doi https://doi.org/10.9753/icce.v33.sediment.90
dc.description.version publishedVersion
tib.accessRights frei zug�nglich


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