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dc.contributor.authorPessoa, João
dc.contributor.authorStansberg, Carl Trygve
dc.contributor.authorFonseca, Nuno
dc.contributor.authorLaranjinha, Manuel
dc.date.accessioned2019-03-26T07:43:18Z
dc.date.available2019-03-26T07:43:18Z
dc.date.created2018-09-27T13:36:43Z
dc.date.issued2018-06-25
dc.identifier.citationASME 2018 37th International Conference on Ocean, Offshore and Arctic Engineering - Volume 1: Offshore Technologynb_NO
dc.identifier.isbn978-0-7918-5120-3
dc.identifier.urihttp://hdl.handle.net/11250/2591687
dc.description.abstractThe region over the pontoons, especially in the vicinity of columns, is typically a critical area in terms of upwell when analyzing the air gap of semisubmersible platforms. There is indication that numerical computations using potential flow theory may in some cases overestimate the free surface elevation in this region. To assess the possibility, experimental data is compared to numerical computations in three locations under the deck box: one location over the pontoons, one location in the vicinity of the pontoons and one location between the pontoons. The data was acquired in FORCE’s towing tank facility, in Lyngby, Denmark, by relative wave gauges fixed to the moored semisubmersible platform. The experimental data is treated in order to remove the global motions from the upwell signal. The resulting free surface elevation, which includes contributions from incident, diffracted and radiated wave fields, is compared to the disturbed free surface elevation calculated with linear diffraction-radiation theory. The study is initially conducted in irregular waves, where simulation statistics in 4 different sea states are compared to the experiments and the observed nonlinear effects are discussed. The extreme crest heights are compared with non-Gaussian models as defined in DNVGL-OTG-13 and as defined by Stansberg (2014). The study is then extended to regular waves. In a first stage we estimate the first harmonic components by removing all higher order effects, and compare the results to linear theory. For these band-pass filtered signals it is shown that results calculated with linear theory tend to overestimate free surface elevation in the location over the pontoons, but seem to correlate well with the experiments in the other locations. In a second stage the experimental crest heights are compared with non-linear models as defined in DNVGL-OTG-13 and as defined by Stansberg (2014). It is shown in this case study that the maximum free surface elevation over the pontoons in front of upwave columns can be severely overestimated if calculated with the current state of the art numerical models, which are based on linear diffraction-radiation theory. We explain the observed discrepancy in this case primarily by a very high linear predicted amplification induced by the shallow pontoon, with resulting high local steepness leading to local breaking and dissipation. Therefore, such pontoon effects should be addressed in semisubmersible platform air-gap analysis. The work also highlights the importance of having good experimental data available when preforming such analysis.nb_NO
dc.description.abstractExperimental and Numerical Study of the Free Surface Elevation Over the Pontoons of a Semisubmersible Platform in Wavesnb_NO
dc.language.isoengnb_NO
dc.publisherASMEnb_NO
dc.relation.ispartofASME 2018 37th International Conference on Ocean, Offshore and Arctic Engineering - Volume 1: Offshore Technology -
dc.relation.ispartofseriesASME 2018 37th International Conference on Ocean, Offshore and Arctic Engineering - Volume 1: Offshore Technology;OMAE2018-78009
dc.rightsAttribution-NonCommercial-NoDerivatives 4.0 Internasjonal*
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/4.0/deed.no*
dc.subjectWavesnb_NO
dc.subjectSemi-submersible offshore structuresnb_NO
dc.titleExperimental and Numerical Study of the Free Surface Elevation Over the Pontoons of a Semisubmersible Platform in Wavesnb_NO
dc.typeChapternb_NO
dc.description.versionacceptedVersionnb_NO
dc.source.journalASME Digital Journalnb_NO
dc.identifier.doi10.1115/OMAE2018-78009
dc.identifier.cristin1614923
cristin.unitcode7566,9,0,0
cristin.unitnameSkip og havkonstruksjoner
cristin.ispublishedtrue
cristin.fulltextpostprint
cristin.qualitycode1


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Attribution-NonCommercial-NoDerivatives 4.0 Internasjonal
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