Three dimensional numerical simulations for non-breaking solitary wave interacting with a group of slender vertical cylinders
In this paper we validate a numerical model for-structure interaction by comparing numerical results with laboratory data. The numerical model is based on the Navier-Stokes(N-S) equations for an incompressible fluid. The N-S equations are solved by two-step projection finite volume scheme and the fr...
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Veröffentlicht in: | International journal of naval architecture and ocean engineering 2009-09, Vol.1 (1), p.20-28 |
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creator | Mo, Weihua Liu, Philip L.-F. |
description | In this paper we validate a numerical model for-structure interaction by comparing numerical results with laboratory data. The numerical model is based on the Navier-Stokes(N-S) equations for an incompressible fluid. The N-S equations are solved by two-step projection finite volume scheme and the free surface displacements are tracked by the slender vertical piles. Numerical results are compared with the laboratory data and very good agreement is observed for the time history of free surface displacement, fluid particle velocity and force. The agreement for dynamic pressure on the cylinder is less satisfactory, which is primarily caused by instrument errors. |
doi_str_mv | 10.2478/ijnaoe-2013-0003 |
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The numerical model is based on the Navier-Stokes(N-S) equations for an incompressible fluid. The N-S equations are solved by two-step projection finite volume scheme and the free surface displacements are tracked by the slender vertical piles. Numerical results are compared with the laboratory data and very good agreement is observed for the time history of free surface displacement, fluid particle velocity and force. The agreement for dynamic pressure on the cylinder is less satisfactory, which is primarily caused by instrument errors.</description><identifier>ISSN: 2092-6782</identifier><identifier>EISSN: 2092-6782</identifier><identifier>EISSN: 2092-6790</identifier><identifier>DOI: 10.2478/ijnaoe-2013-0003</identifier><language>eng</language><publisher>De Gruyter Open</publisher><subject>Interaction ; Non-breaking solitary wave ; Slender vertical cylinders ; Three dimensional simulation ; Volume of fluid (VOF) method</subject><ispartof>International journal of naval architecture and ocean engineering, 2009-09, Vol.1 (1), p.20-28</ispartof><lds50>peer_reviewed</lds50><oa>free_for_read</oa><woscitedreferencessubscribed>false</woscitedreferencessubscribed></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><link.rule.ids>314,776,780,860,27903,27904</link.rule.ids></links><search><creatorcontrib>Mo, Weihua</creatorcontrib><creatorcontrib>Liu, Philip L.-F.</creatorcontrib><title>Three dimensional numerical simulations for non-breaking solitary wave interacting with a group of slender vertical cylinders</title><title>International journal of naval architecture and ocean engineering</title><description>In this paper we validate a numerical model for-structure interaction by comparing numerical results with laboratory data. The numerical model is based on the Navier-Stokes(N-S) equations for an incompressible fluid. The N-S equations are solved by two-step projection finite volume scheme and the free surface displacements are tracked by the slender vertical piles. Numerical results are compared with the laboratory data and very good agreement is observed for the time history of free surface displacement, fluid particle velocity and force. The agreement for dynamic pressure on the cylinder is less satisfactory, which is primarily caused by instrument errors.</description><subject>Interaction</subject><subject>Non-breaking solitary wave</subject><subject>Slender vertical cylinders</subject><subject>Three dimensional simulation</subject><subject>Volume of fluid (VOF) method</subject><issn>2092-6782</issn><issn>2092-6782</issn><issn>2092-6790</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2009</creationdate><recordtype>article</recordtype><recordid>eNp1kMtOwzAQRS0EEhV0z9I_EPAjzUNiA-VRRAVCFImd5TiT1m1qV3bS0gX_jkMQYsPKV2OfGc9B6IyScxan2YVeGmkhYoTyiBDCD9CAkZxFSZqxwz_5GA29X4YXJCYsjukAfc4WDgCXeg3Ga2tkjU27BqdVSF6v21o2oexxZR021kSFA7nSZo69rXUj3R7v5BawNg04qZruZqebBZZ47my7wbbCvgZTgsNbcM13X7WvdVfxp-iokrWH4c95gt7ubmfjSTR9vn8YX00jRdOYRABEJpniAGWcpFzyMi_yPFEqpQWl6ShRNCFJRVWiWJblMYURVxktZUkLKFnOTxDp-ypnvXdQiY3T6_B5QYnoDIreoOgMis5gQC57ZCfrsFoJc9fuQxBL27qgyf-LUspIwKMe176Bj99x0q1E2CAdiZdZLK4nj9nT-w0Xr_wLoz2MHg</recordid><startdate>20090901</startdate><enddate>20090901</enddate><creator>Mo, Weihua</creator><creator>Liu, Philip L.-F.</creator><general>De Gruyter Open</general><scope>BSCLL</scope><scope>AAYXX</scope><scope>CITATION</scope></search><sort><creationdate>20090901</creationdate><title>Three dimensional numerical simulations for non-breaking solitary wave interacting with a group of slender vertical cylinders</title><author>Mo, Weihua ; Liu, Philip L.-F.</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c1740-ee0a68c3eed4673a3d9b996cc71b11756c1606f1c6c288941e53c81dad1bed293</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2009</creationdate><topic>Interaction</topic><topic>Non-breaking solitary wave</topic><topic>Slender vertical cylinders</topic><topic>Three dimensional simulation</topic><topic>Volume of fluid (VOF) method</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Mo, Weihua</creatorcontrib><creatorcontrib>Liu, Philip L.-F.</creatorcontrib><collection>Istex</collection><collection>CrossRef</collection><jtitle>International journal of naval architecture and ocean engineering</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Mo, Weihua</au><au>Liu, Philip L.-F.</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Three dimensional numerical simulations for non-breaking solitary wave interacting with a group of slender vertical cylinders</atitle><jtitle>International journal of naval architecture and ocean engineering</jtitle><date>2009-09-01</date><risdate>2009</risdate><volume>1</volume><issue>1</issue><spage>20</spage><epage>28</epage><pages>20-28</pages><issn>2092-6782</issn><eissn>2092-6782</eissn><eissn>2092-6790</eissn><abstract>In this paper we validate a numerical model for-structure interaction by comparing numerical results with laboratory data. The numerical model is based on the Navier-Stokes(N-S) equations for an incompressible fluid. The N-S equations are solved by two-step projection finite volume scheme and the free surface displacements are tracked by the slender vertical piles. Numerical results are compared with the laboratory data and very good agreement is observed for the time history of free surface displacement, fluid particle velocity and force. The agreement for dynamic pressure on the cylinder is less satisfactory, which is primarily caused by instrument errors.</abstract><pub>De Gruyter Open</pub><doi>10.2478/ijnaoe-2013-0003</doi><tpages>9</tpages><oa>free_for_read</oa></addata></record> |
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subjects | Interaction Non-breaking solitary wave Slender vertical cylinders Three dimensional simulation Volume of fluid (VOF) method |
title | Three dimensional numerical simulations for non-breaking solitary wave interacting with a group of slender vertical cylinders |
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