Deformation of the wave field interacting with offshore platforms: comparison between the corresponding results from a numerical model and a wave tank

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  1. Available on June 1, 2017
DOIResolve DOI: http://doi.org/10.1115/OMAE2016-54329
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TypeArticle
Proceedings titleASME 2016 35th International Conference on Ocean, Offshore and Arctic Engineering
ConferenceThe ASME 35th International Conference on Ocean, Offshore and Arctic Engineering, OMAE2016, June 19-24, 2016, Busan, South Korea
ISBN978-0-7918-4994-1
VolumeVolume 3, Structures, Safety and Reliability
Article numberOMAE2016-54329
PagesV003T02A047–; # of pages: 9
Subjectdeformation; computer simulation; waves; offshore platforms
AbstractIn the present research, a 3D dispersive numerical model has been developed and utilized to study the modification of the wave field in the presence of offshore structure. The Alternating Direction Implicit (ADI) algorithm has been employed for the solution of the governing equations. Relevant experiments are carried out in the Offshore Engineering Basin (OEB) of National Research Council (NRC) Canada. OEB is a 3D heavy duty 75m × 32m × 2.8m test facility equipped with modern data acquisition and tracking devices to record experimental data. Total 10 wave probes are deployed to measure the data at different locations in the Basin. Later the numerical results are compared with the experimental results. The comparisons of the numerical results show great agreement with the experimental results.
Publication date
PublisherThe American Society of Mechanical Engineers
LanguageEnglish
AffiliationNational Research Council Canada; Ocean, Coastal and River Engineering
Peer reviewedYes
NRC numberOCRE-PR-2016-003
NPARC number23001846
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Record identifierb41fd364-db02-490c-af78-ed0a35343e8e
Record created2017-04-20
Record modified2017-04-21
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