Two-Dimensional Free-Surface Flow Modeling for Wave-Structure Interactions and Induced Motions of Floating Bodies
In this study, the level set (LS) and immersed boundary (IB) methods were integrated into a Navier−Stokes equation two-phase flow solver, to investigate wave-structure interactions and induced motions of floating bodies in two dimensions. The movement of an interfacial boundary of two flui...
Main Authors: | , , |
---|---|
Format: | Article |
Language: | English |
Published: |
MDPI AG
2020-02-01
|
Series: | Water |
Subjects: | |
Online Access: | https://www.mdpi.com/2073-4441/12/2/543 |
id |
doaj-208c3ed5d6a34703ad70c729fc3ea8d7 |
---|---|
record_format |
Article |
spelling |
doaj-208c3ed5d6a34703ad70c729fc3ea8d72020-11-25T00:35:40ZengMDPI AGWater2073-44412020-02-0112254310.3390/w12020543w12020543Two-Dimensional Free-Surface Flow Modeling for Wave-Structure Interactions and Induced Motions of Floating BodiesDer-Chang Lo0Keh-Han Wang1Tai-Wen Hsu2Department of Maritime Information and Technology, National Kaohsiung University of Science and Technology, Kaohsiung City 80543, TaiwanDepartment of Civil and Environmental Engineering, University of Houston, Houston, TX 77004, USADepartment of Harbor and River Engineering, National Taiwan Ocean University, Keelung City 20224, TaiwanIn this study, the level set (LS) and immersed boundary (IB) methods were integrated into a Navier−Stokes equation two-phase flow solver, to investigate wave-structure interactions and induced motions of floating bodies in two dimensions. The movement of an interfacial boundary of two fluids, even with severe free-surface deformation, is tracked by using the level set method, while an immersed object inside a fluid domain is treated by the IB method. Both approaches can be implemented by solving the Navier−Stokes equations for viscous laminar flows with embedded objects in fluids. For accurate treatment of the solid−liquid phase, appropriate source terms as forcing functions to take into account the hydrodynamic effects on the body boundaries are added into the governing equations. The integrated compact interfacial tracking techniques between the interfaces of gas−liquid phase and the solid−liquid phase allow the use of a combined Eulerian Cartesian and Lagrangian grid system. Problems related to the fluid-structure interactions and induced motions of a floating body, such as (a) a dam-break wave over a dry bed; (b) a dam-break wave over either a submerged semicircular or rectangular cylinder; (c) wave decomposition process over a trapezoid breakwater; (d) a free-falling wedge into a water body; and (e) wave packet interacting with a floating body are selected to test the model performance. For all cases, the computed results are found to agree reasonably well with published experimental data and numerical solutions. For the case of modeling wave decomposition process, improved solutions are obtained. The detailed features of flow phenomena described by the physical variables of velocity, pressure and vorticity are presented and discussed. The present two-phase flow model is proved to have the advantage of simulating the cases with induced severe interfacial oscillations and coupled gas (or air) motions where the single-phase model may miss the contributions of the air motions on the interfaces. Additionally, the proposed method with uses of the LS and IB methods is demonstrated to be able to achieve the reliable predictions of complex flow fields.https://www.mdpi.com/2073-4441/12/2/543two-phase flowsfluid-structure interactionswave decompositionfloating body |
collection |
DOAJ |
language |
English |
format |
Article |
sources |
DOAJ |
author |
Der-Chang Lo Keh-Han Wang Tai-Wen Hsu |
spellingShingle |
Der-Chang Lo Keh-Han Wang Tai-Wen Hsu Two-Dimensional Free-Surface Flow Modeling for Wave-Structure Interactions and Induced Motions of Floating Bodies Water two-phase flows fluid-structure interactions wave decomposition floating body |
author_facet |
Der-Chang Lo Keh-Han Wang Tai-Wen Hsu |
author_sort |
Der-Chang Lo |
title |
Two-Dimensional Free-Surface Flow Modeling for Wave-Structure Interactions and Induced Motions of Floating Bodies |
title_short |
Two-Dimensional Free-Surface Flow Modeling for Wave-Structure Interactions and Induced Motions of Floating Bodies |
title_full |
Two-Dimensional Free-Surface Flow Modeling for Wave-Structure Interactions and Induced Motions of Floating Bodies |
title_fullStr |
Two-Dimensional Free-Surface Flow Modeling for Wave-Structure Interactions and Induced Motions of Floating Bodies |
title_full_unstemmed |
Two-Dimensional Free-Surface Flow Modeling for Wave-Structure Interactions and Induced Motions of Floating Bodies |
title_sort |
two-dimensional free-surface flow modeling for wave-structure interactions and induced motions of floating bodies |
publisher |
MDPI AG |
series |
Water |
issn |
2073-4441 |
publishDate |
2020-02-01 |
description |
In this study, the level set (LS) and immersed boundary (IB) methods were integrated into a Navier−Stokes equation two-phase flow solver, to investigate wave-structure interactions and induced motions of floating bodies in two dimensions. The movement of an interfacial boundary of two fluids, even with severe free-surface deformation, is tracked by using the level set method, while an immersed object inside a fluid domain is treated by the IB method. Both approaches can be implemented by solving the Navier−Stokes equations for viscous laminar flows with embedded objects in fluids. For accurate treatment of the solid−liquid phase, appropriate source terms as forcing functions to take into account the hydrodynamic effects on the body boundaries are added into the governing equations. The integrated compact interfacial tracking techniques between the interfaces of gas−liquid phase and the solid−liquid phase allow the use of a combined Eulerian Cartesian and Lagrangian grid system. Problems related to the fluid-structure interactions and induced motions of a floating body, such as (a) a dam-break wave over a dry bed; (b) a dam-break wave over either a submerged semicircular or rectangular cylinder; (c) wave decomposition process over a trapezoid breakwater; (d) a free-falling wedge into a water body; and (e) wave packet interacting with a floating body are selected to test the model performance. For all cases, the computed results are found to agree reasonably well with published experimental data and numerical solutions. For the case of modeling wave decomposition process, improved solutions are obtained. The detailed features of flow phenomena described by the physical variables of velocity, pressure and vorticity are presented and discussed. The present two-phase flow model is proved to have the advantage of simulating the cases with induced severe interfacial oscillations and coupled gas (or air) motions where the single-phase model may miss the contributions of the air motions on the interfaces. Additionally, the proposed method with uses of the LS and IB methods is demonstrated to be able to achieve the reliable predictions of complex flow fields. |
topic |
two-phase flows fluid-structure interactions wave decomposition floating body |
url |
https://www.mdpi.com/2073-4441/12/2/543 |
work_keys_str_mv |
AT derchanglo twodimensionalfreesurfaceflowmodelingforwavestructureinteractionsandinducedmotionsoffloatingbodies AT kehhanwang twodimensionalfreesurfaceflowmodelingforwavestructureinteractionsandinducedmotionsoffloatingbodies AT taiwenhsu twodimensionalfreesurfaceflowmodelingforwavestructureinteractionsandinducedmotionsoffloatingbodies |
_version_ |
1725308090531708928 |