Modelling and analysis of hydrodynamics of a submerged structure in extreme waves using a SPH-based tool

The applications of a Smoothed Particle Hydrodynamics (SPH)-based, a Finite Volume Method (FVM)-based and a Boundary Element Method (BEM)-based tools to investigate the nonlinear interactions between large waves and a submerged horizontal circular structure and to some extent a rectangular cylinder...

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Published in:Volume 6: Ocean Engineering
Main Authors: Islam, Mohammed, Seo, Dong Cheol, Raman-Nair, Wayne
Format: Article in Journal/Newspaper
Language:English
Published: The American Society of Mechanical Engineers 2021
Subjects:
Online Access:https://doi.org/10.1115/OMAE2021-63034
https://nrc-publications.canada.ca/eng/view/accepted/?id=ef55d83c-e526-4a09-be57-340c01237b91
https://nrc-publications.canada.ca/eng/view/object/?id=ef55d83c-e526-4a09-be57-340c01237b91
https://nrc-publications.canada.ca/fra/voir/objet/?id=ef55d83c-e526-4a09-be57-340c01237b91
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author Islam, Mohammed
Seo, Dong Cheol
Raman-Nair, Wayne
author_facet Islam, Mohammed
Seo, Dong Cheol
Raman-Nair, Wayne
author_sort Islam, Mohammed
collection National Research Council Canada: NRC Publications Archive
container_title Volume 6: Ocean Engineering
description The applications of a Smoothed Particle Hydrodynamics (SPH)-based, a Finite Volume Method (FVM)-based and a Boundary Element Method (BEM)-based tools to investigate the nonlinear interactions between large waves and a submerged horizontal circular structure and to some extent a rectangular cylinder at various submergence depths in deep water conditions are presented. The main aim is to validate the Lagrangian technique based SPH tool to predict the wave-structure interaction forces under large waves. The features of typical force curves in a wave cycle, the magnitude of wave forces, and the influence of relative axis depth of the structure in deep water conditions are investigated, primarily using an open-sourced SPH tool. Simulations were carried out in 2D with one deepwater wave at multiple submergence depths. The water surface elevations are predicted at different near- and far-field locations. The time-averaged mean and the average amplitude of the horizontal and vertical forces acting on the cylindrical model at various submergence depths are plotted and then physically interpreted. The wave forces and surface elevations are compared with the available published experimental studies and CFD (both FVM and BEM) predictions. Good agreement between the SPH predictions and the measurements was obtained for the submerged body’s surface elevation and hydrodynamic forces at all submergence depths. The FVM tends to overestimate the wave forces compared to the SPH predictions and the measurements, particularly for the shallowly submerged structure when extreme wave breaking occurs. The BEM predictions are reasonable for the non-wave breaking cases. Peer reviewed: Yes NRC publication: Yes
format Article in Journal/Newspaper
genre Arctic
genre_facet Arctic
id ftnrccanada:oai:cisti-icist.nrc-cnrc.ca:cistinparc:ef55d83c-e526-4a09-be57-340c01237b91
institution Open Polar
language English
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op_doi https://doi.org/10.1115/OMAE2021-63034
op_relation ASME 2021 40th International Conference on Ocean, Offshore and Arctic Engineering. Volume 6. Ocean Engineering, 40th International Conference on Ocean, Offshore & Arctic Engineering, OMAE 2021, June 21-30, 2021, Virtual Conference, Online, ISBN: 978-0-7918-8516-1, Publication date: 2021-10-11
doi:10.1115/OMAE2021-63034
publishDate 2021
publisher The American Society of Mechanical Engineers
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spelling ftnrccanada:oai:cisti-icist.nrc-cnrc.ca:cistinparc:ef55d83c-e526-4a09-be57-340c01237b91 2025-01-16T19:51:26+00:00 Modelling and analysis of hydrodynamics of a submerged structure in extreme waves using a SPH-based tool Islam, Mohammed Seo, Dong Cheol Raman-Nair, Wayne 2021-10-11 text https://doi.org/10.1115/OMAE2021-63034 https://nrc-publications.canada.ca/eng/view/accepted/?id=ef55d83c-e526-4a09-be57-340c01237b91 https://nrc-publications.canada.ca/eng/view/object/?id=ef55d83c-e526-4a09-be57-340c01237b91 https://nrc-publications.canada.ca/fra/voir/objet/?id=ef55d83c-e526-4a09-be57-340c01237b91 eng eng The American Society of Mechanical Engineers ASME 2021 40th International Conference on Ocean, Offshore and Arctic Engineering. Volume 6. Ocean Engineering, 40th International Conference on Ocean, Offshore & Arctic Engineering, OMAE 2021, June 21-30, 2021, Virtual Conference, Online, ISBN: 978-0-7918-8516-1, Publication date: 2021-10-11 doi:10.1115/OMAE2021-63034 SPH FVM hydrodynamics wave-structure interactions numerical simulations simple offshore structure article 2021 ftnrccanada https://doi.org/10.1115/OMAE2021-63034 2022-02-27T00:00:41Z The applications of a Smoothed Particle Hydrodynamics (SPH)-based, a Finite Volume Method (FVM)-based and a Boundary Element Method (BEM)-based tools to investigate the nonlinear interactions between large waves and a submerged horizontal circular structure and to some extent a rectangular cylinder at various submergence depths in deep water conditions are presented. The main aim is to validate the Lagrangian technique based SPH tool to predict the wave-structure interaction forces under large waves. The features of typical force curves in a wave cycle, the magnitude of wave forces, and the influence of relative axis depth of the structure in deep water conditions are investigated, primarily using an open-sourced SPH tool. Simulations were carried out in 2D with one deepwater wave at multiple submergence depths. The water surface elevations are predicted at different near- and far-field locations. The time-averaged mean and the average amplitude of the horizontal and vertical forces acting on the cylindrical model at various submergence depths are plotted and then physically interpreted. The wave forces and surface elevations are compared with the available published experimental studies and CFD (both FVM and BEM) predictions. Good agreement between the SPH predictions and the measurements was obtained for the submerged body’s surface elevation and hydrodynamic forces at all submergence depths. The FVM tends to overestimate the wave forces compared to the SPH predictions and the measurements, particularly for the shallowly submerged structure when extreme wave breaking occurs. The BEM predictions are reasonable for the non-wave breaking cases. Peer reviewed: Yes NRC publication: Yes Article in Journal/Newspaper Arctic National Research Council Canada: NRC Publications Archive Volume 6: Ocean Engineering
spellingShingle SPH
FVM
hydrodynamics
wave-structure interactions
numerical simulations
simple offshore structure
Islam, Mohammed
Seo, Dong Cheol
Raman-Nair, Wayne
Modelling and analysis of hydrodynamics of a submerged structure in extreme waves using a SPH-based tool
title Modelling and analysis of hydrodynamics of a submerged structure in extreme waves using a SPH-based tool
title_full Modelling and analysis of hydrodynamics of a submerged structure in extreme waves using a SPH-based tool
title_fullStr Modelling and analysis of hydrodynamics of a submerged structure in extreme waves using a SPH-based tool
title_full_unstemmed Modelling and analysis of hydrodynamics of a submerged structure in extreme waves using a SPH-based tool
title_short Modelling and analysis of hydrodynamics of a submerged structure in extreme waves using a SPH-based tool
title_sort modelling and analysis of hydrodynamics of a submerged structure in extreme waves using a sph-based tool
topic SPH
FVM
hydrodynamics
wave-structure interactions
numerical simulations
simple offshore structure
topic_facet SPH
FVM
hydrodynamics
wave-structure interactions
numerical simulations
simple offshore structure
url https://doi.org/10.1115/OMAE2021-63034
https://nrc-publications.canada.ca/eng/view/accepted/?id=ef55d83c-e526-4a09-be57-340c01237b91
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https://nrc-publications.canada.ca/fra/voir/objet/?id=ef55d83c-e526-4a09-be57-340c01237b91