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Solitary Wave Interacting with a Submerged Circular Plate
Abstract The interaction between a solitary wave and a submerged circular plate of a finite thickness was investigated in this study. Analytical solutions based on the linear long wave theory were first derived to serve as the leading-order predictive tool for this physical process. While the analyt...
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Published in: | Journal of waterway, port, coastal, and ocean engineering port, coastal, and ocean engineering, 2021-01, Vol.147 (1) |
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container_title | Journal of waterway, port, coastal, and ocean engineering |
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creator | Wu, Tso-Ren Lo, Hong-Yueh Tsai, Yu-Lin Ko, Li-Hung Chuang, Mei-Hui Liu, Philip L.-F |
description | Abstract
The interaction between a solitary wave and a submerged circular plate of a finite thickness was investigated in this study. Analytical solutions based on the linear long wave theory were first derived to serve as the leading-order predictive tool for this physical process. While the analytical solutions provide an easy way to calculate the wave field, they are limited by the simplifying assumptions. To complement the analytical solutions, a 3D Navier–Stokes equation solver with the large eddy simulation turbulence model was employed. The numerical model was verified against the analytical solutions for nearly linear cases and then applied to study more nonlinear cases in which the analytical solutions were less accurate. Both the analytical solutions and the numerical results show that wave focusing occurs near the lee side of the circular plate, creating higher local wave heights than that of the incident wave. As the wave passes over the submerged plate, the plate experiences an uplifting net force, followed by a net force in the downward direction, and then an uplifting net force again. The flow and pressure fields and vortices were also examined. By presenting the analytical and numerical tools that can be used to study this problem, and discussing the overall physics of this process, it is hoped that this study paves the way for future studies on this subject. |
doi_str_mv | 10.1061/(ASCE)WW.1943-5460.0000605 |
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The interaction between a solitary wave and a submerged circular plate of a finite thickness was investigated in this study. Analytical solutions based on the linear long wave theory were first derived to serve as the leading-order predictive tool for this physical process. While the analytical solutions provide an easy way to calculate the wave field, they are limited by the simplifying assumptions. To complement the analytical solutions, a 3D Navier–Stokes equation solver with the large eddy simulation turbulence model was employed. The numerical model was verified against the analytical solutions for nearly linear cases and then applied to study more nonlinear cases in which the analytical solutions were less accurate. Both the analytical solutions and the numerical results show that wave focusing occurs near the lee side of the circular plate, creating higher local wave heights than that of the incident wave. As the wave passes over the submerged plate, the plate experiences an uplifting net force, followed by a net force in the downward direction, and then an uplifting net force again. The flow and pressure fields and vortices were also examined. By presenting the analytical and numerical tools that can be used to study this problem, and discussing the overall physics of this process, it is hoped that this study paves the way for future studies on this subject.</description><identifier>ISSN: 0733-950X</identifier><identifier>EISSN: 1943-5460</identifier><identifier>DOI: 10.1061/(ASCE)WW.1943-5460.0000605</identifier><language>eng</language><publisher>New York: American Society of Civil Engineers</publisher><subject>Circular plates ; Computational fluid dynamics ; Computer simulation ; Exact solutions ; Fluid flow ; Incident waves ; Large eddy simulation ; Large eddy simulations ; Mathematical models ; Navier-Stokes equations ; Numerical models ; Physics ; Pressure distribution ; Solitary waves ; Technical Papers ; Turbulence ; Turbulence models ; Wave height</subject><ispartof>Journal of waterway, port, coastal, and ocean engineering, 2021-01, Vol.147 (1)</ispartof><rights>2020 American Society of Civil Engineers</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-a337t-1a65ed37aea994dc07e5306501109d673cd65df9800ae6e20d49f1b9dda4ae5a3</citedby><cites>FETCH-LOGICAL-a337t-1a65ed37aea994dc07e5306501109d673cd65df9800ae6e20d49f1b9dda4ae5a3</cites><orcidid>0000-0001-9968-0242</orcidid></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktopdf>$$Uhttp://ascelibrary.org/doi/pdf/10.1061/(ASCE)WW.1943-5460.0000605$$EPDF$$P50$$Gasce$$H</linktopdf><linktohtml>$$Uhttp://ascelibrary.org/doi/abs/10.1061/(ASCE)WW.1943-5460.0000605$$EHTML$$P50$$Gasce$$H</linktohtml><link.rule.ids>314,776,780,3238,10048,27903,27904,75938,75946</link.rule.ids></links><search><creatorcontrib>Wu, Tso-Ren</creatorcontrib><creatorcontrib>Lo, Hong-Yueh</creatorcontrib><creatorcontrib>Tsai, Yu-Lin</creatorcontrib><creatorcontrib>Ko, Li-Hung</creatorcontrib><creatorcontrib>Chuang, Mei-Hui</creatorcontrib><creatorcontrib>Liu, Philip L.-F</creatorcontrib><title>Solitary Wave Interacting with a Submerged Circular Plate</title><title>Journal of waterway, port, coastal, and ocean engineering</title><description>Abstract
The interaction between a solitary wave and a submerged circular plate of a finite thickness was investigated in this study. Analytical solutions based on the linear long wave theory were first derived to serve as the leading-order predictive tool for this physical process. While the analytical solutions provide an easy way to calculate the wave field, they are limited by the simplifying assumptions. To complement the analytical solutions, a 3D Navier–Stokes equation solver with the large eddy simulation turbulence model was employed. The numerical model was verified against the analytical solutions for nearly linear cases and then applied to study more nonlinear cases in which the analytical solutions were less accurate. Both the analytical solutions and the numerical results show that wave focusing occurs near the lee side of the circular plate, creating higher local wave heights than that of the incident wave. As the wave passes over the submerged plate, the plate experiences an uplifting net force, followed by a net force in the downward direction, and then an uplifting net force again. The flow and pressure fields and vortices were also examined. By presenting the analytical and numerical tools that can be used to study this problem, and discussing the overall physics of this process, it is hoped that this study paves the way for future studies on this subject.</description><subject>Circular plates</subject><subject>Computational fluid dynamics</subject><subject>Computer simulation</subject><subject>Exact solutions</subject><subject>Fluid flow</subject><subject>Incident waves</subject><subject>Large eddy simulation</subject><subject>Large eddy simulations</subject><subject>Mathematical models</subject><subject>Navier-Stokes equations</subject><subject>Numerical models</subject><subject>Physics</subject><subject>Pressure distribution</subject><subject>Solitary waves</subject><subject>Technical Papers</subject><subject>Turbulence</subject><subject>Turbulence models</subject><subject>Wave height</subject><issn>0733-950X</issn><issn>1943-5460</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2021</creationdate><recordtype>article</recordtype><recordid>eNp1kE9Lw0AQxRdRsFa_Q9CLHlJnu3_S9VZC1UJBoUq8LdPspKakTd0kFr-9Ca168l0GhvfeMD_GLjkMOGh-ez2ex5ObJBlwI0WopIYBtNKgjljvd3fMehAJERoFb6fsrKpWAFxGIHvMzMsir9F_BQl-UjDd1OQxrfPNMtjl9XuAwbxZrMkvyQVx7tOmQB88F1jTOTvJsKjo4jD77PV-8hI_hrOnh2k8noUoRFSHHLUiJyIkNEa6FCJSArQCzsE4HYnUaeUyMwJA0jQEJ03GF8Y5lEgKRZ9d7Xu3vvxoqKrtqmz8pj1ph7KVESMBretu70p9WVWeMrv1-br9y3KwHSprO1Q2SWyHxXZY7AFVG9b7MFYp_dX_JP8PfgOjc2y7</recordid><startdate>20210101</startdate><enddate>20210101</enddate><creator>Wu, Tso-Ren</creator><creator>Lo, Hong-Yueh</creator><creator>Tsai, Yu-Lin</creator><creator>Ko, Li-Hung</creator><creator>Chuang, Mei-Hui</creator><creator>Liu, Philip L.-F</creator><general>American Society of Civil Engineers</general><scope>AAYXX</scope><scope>CITATION</scope><scope>7QH</scope><scope>7TG</scope><scope>7TN</scope><scope>7UA</scope><scope>8FD</scope><scope>C1K</scope><scope>F1W</scope><scope>FR3</scope><scope>H96</scope><scope>H97</scope><scope>KL.</scope><scope>KR7</scope><scope>L.G</scope><orcidid>https://orcid.org/0000-0001-9968-0242</orcidid></search><sort><creationdate>20210101</creationdate><title>Solitary Wave Interacting with a Submerged Circular Plate</title><author>Wu, Tso-Ren ; Lo, Hong-Yueh ; Tsai, Yu-Lin ; Ko, Li-Hung ; Chuang, Mei-Hui ; Liu, Philip L.-F</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-a337t-1a65ed37aea994dc07e5306501109d673cd65df9800ae6e20d49f1b9dda4ae5a3</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2021</creationdate><topic>Circular plates</topic><topic>Computational fluid dynamics</topic><topic>Computer simulation</topic><topic>Exact solutions</topic><topic>Fluid flow</topic><topic>Incident waves</topic><topic>Large eddy simulation</topic><topic>Large eddy simulations</topic><topic>Mathematical models</topic><topic>Navier-Stokes equations</topic><topic>Numerical models</topic><topic>Physics</topic><topic>Pressure distribution</topic><topic>Solitary waves</topic><topic>Technical Papers</topic><topic>Turbulence</topic><topic>Turbulence models</topic><topic>Wave height</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Wu, Tso-Ren</creatorcontrib><creatorcontrib>Lo, Hong-Yueh</creatorcontrib><creatorcontrib>Tsai, Yu-Lin</creatorcontrib><creatorcontrib>Ko, Li-Hung</creatorcontrib><creatorcontrib>Chuang, Mei-Hui</creatorcontrib><creatorcontrib>Liu, Philip L.-F</creatorcontrib><collection>CrossRef</collection><collection>Aqualine</collection><collection>Meteorological & Geoastrophysical Abstracts</collection><collection>Oceanic Abstracts</collection><collection>Water Resources Abstracts</collection><collection>Technology Research Database</collection><collection>Environmental Sciences and Pollution Management</collection><collection>ASFA: Aquatic Sciences and Fisheries Abstracts</collection><collection>Engineering Research Database</collection><collection>Aquatic Science & Fisheries Abstracts (ASFA) 2: Ocean Technology, Policy & Non-Living Resources</collection><collection>Aquatic Science & Fisheries Abstracts (ASFA) 3: Aquatic Pollution & Environmental Quality</collection><collection>Meteorological & Geoastrophysical Abstracts - Academic</collection><collection>Civil Engineering Abstracts</collection><collection>Aquatic Science & Fisheries Abstracts (ASFA) Professional</collection><jtitle>Journal of waterway, port, coastal, and ocean engineering</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Wu, Tso-Ren</au><au>Lo, Hong-Yueh</au><au>Tsai, Yu-Lin</au><au>Ko, Li-Hung</au><au>Chuang, Mei-Hui</au><au>Liu, Philip L.-F</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Solitary Wave Interacting with a Submerged Circular Plate</atitle><jtitle>Journal of waterway, port, coastal, and ocean engineering</jtitle><date>2021-01-01</date><risdate>2021</risdate><volume>147</volume><issue>1</issue><issn>0733-950X</issn><eissn>1943-5460</eissn><abstract>Abstract
The interaction between a solitary wave and a submerged circular plate of a finite thickness was investigated in this study. Analytical solutions based on the linear long wave theory were first derived to serve as the leading-order predictive tool for this physical process. While the analytical solutions provide an easy way to calculate the wave field, they are limited by the simplifying assumptions. To complement the analytical solutions, a 3D Navier–Stokes equation solver with the large eddy simulation turbulence model was employed. The numerical model was verified against the analytical solutions for nearly linear cases and then applied to study more nonlinear cases in which the analytical solutions were less accurate. Both the analytical solutions and the numerical results show that wave focusing occurs near the lee side of the circular plate, creating higher local wave heights than that of the incident wave. As the wave passes over the submerged plate, the plate experiences an uplifting net force, followed by a net force in the downward direction, and then an uplifting net force again. The flow and pressure fields and vortices were also examined. By presenting the analytical and numerical tools that can be used to study this problem, and discussing the overall physics of this process, it is hoped that this study paves the way for future studies on this subject.</abstract><cop>New York</cop><pub>American Society of Civil Engineers</pub><doi>10.1061/(ASCE)WW.1943-5460.0000605</doi><orcidid>https://orcid.org/0000-0001-9968-0242</orcidid></addata></record> |
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subjects | Circular plates Computational fluid dynamics Computer simulation Exact solutions Fluid flow Incident waves Large eddy simulation Large eddy simulations Mathematical models Navier-Stokes equations Numerical models Physics Pressure distribution Solitary waves Technical Papers Turbulence Turbulence models Wave height |
title | Solitary Wave Interacting with a Submerged Circular Plate |
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