Modelling Solitary Waves and Its Impact on Coastal Houses with SPH Method
The interaction between solid structures and free-surface flows is investigated in this study. A Smoothed Particle Hy- drodynamics (SPH) model is used in the investigation and is verified against analytical solutions and experimental obser- vations. The main aim is to examine the effectiveness of a...
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Veröffentlicht in: | China ocean engineering 2010-01, Vol.24 (2), p.353-368 |
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description | The interaction between solid structures and free-surface flows is investigated in this study. A Smoothed Particle Hy- drodynamics (SPH) model is used in the investigation and is verified against analytical solutions and experimental obser- vations. The main aim is to examine the effectiveness of a tsunami-resistant house design by predicting the wave loads on it. To achieve this, the solitary wave generation and ran-up are studied first. The solitary wave is generated by allowing a heavily weighted block to penetrate into a tank of water at one end, and the near-shore seabed is modelled by an inclined section with a constant slope. Then, the SPH model is applied to simulate the three-dimensional flows around different types of houses under the action of a solitary wave. It has been found that the tsunami-resistant house design reduces the impact force by a factor of three. |
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A Smoothed Particle Hy- drodynamics (SPH) model is used in the investigation and is verified against analytical solutions and experimental obser- vations. The main aim is to examine the effectiveness of a tsunami-resistant house design by predicting the wave loads on it. To achieve this, the solitary wave generation and ran-up are studied first. The solitary wave is generated by allowing a heavily weighted block to penetrate into a tank of water at one end, and the near-shore seabed is modelled by an inclined section with a constant slope. Then, the SPH model is applied to simulate the three-dimensional flows around different types of houses under the action of a solitary wave. It has been found that the tsunami-resistant house design reduces the impact force by a factor of three.</description><identifier>ISSN: 0890-5487</identifier><identifier>EISSN: 2191-8945</identifier><language>eng</language><publisher>Department of Engineering, University of Cambridge, Cambridge CB2 I PZ, UK%KW Ltd, Fetcham Park House, Lower Road, Fetcham, Surrey KT22 9HD, UK%State Key Laboratory of Hydrology- Water Resources and Hydraulic Engineering,Hohai University, Natjing 210098, China</publisher><subject>China ; Coastal ; Computer simulation ; Fluid flow ; Houses ; Hydrodynamics ; Marine ; Mathematical models ; Solitary waves ; SPH方法 ; Tanks ; 内部设计 ; 孤立波 ; 相互作用 ; 自由表面流动</subject><ispartof>China ocean engineering, 2010-01, Vol.24 (2), p.353-368</ispartof><rights>Copyright © Wanfang Data Co. Ltd. All Rights Reserved.</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Uhttp://image.cqvip.com/vip1000/qk/86654A/86654A.jpg</thumbnail><link.rule.ids>314,776,780</link.rule.ids></links><search><creatorcontrib>Liang, D-F</creatorcontrib><creatorcontrib>Thusyanthan, NI</creatorcontrib><creatorcontrib>Madabhushi, SPG</creatorcontrib><creatorcontrib>Tang, H-W</creatorcontrib><title>Modelling Solitary Waves and Its Impact on Coastal Houses with SPH Method</title><title>China ocean engineering</title><addtitle>China Ocean Engineering</addtitle><description>The interaction between solid structures and free-surface flows is investigated in this study. A Smoothed Particle Hy- drodynamics (SPH) model is used in the investigation and is verified against analytical solutions and experimental obser- vations. The main aim is to examine the effectiveness of a tsunami-resistant house design by predicting the wave loads on it. To achieve this, the solitary wave generation and ran-up are studied first. The solitary wave is generated by allowing a heavily weighted block to penetrate into a tank of water at one end, and the near-shore seabed is modelled by an inclined section with a constant slope. Then, the SPH model is applied to simulate the three-dimensional flows around different types of houses under the action of a solitary wave. It has been found that the tsunami-resistant house design reduces the impact force by a factor of three.</description><subject>China</subject><subject>Coastal</subject><subject>Computer simulation</subject><subject>Fluid flow</subject><subject>Houses</subject><subject>Hydrodynamics</subject><subject>Marine</subject><subject>Mathematical models</subject><subject>Solitary waves</subject><subject>SPH方法</subject><subject>Tanks</subject><subject>内部设计</subject><subject>孤立波</subject><subject>相互作用</subject><subject>自由表面流动</subject><issn>0890-5487</issn><issn>2191-8945</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2010</creationdate><recordtype>article</recordtype><recordid>eNot0EFLwzAUB_AiCs7pdwhexEMhaZKmOcpQV9hQ2MBjeE2TtrNLtiVzzE9vYF7eu_z4P_7vKpsURJK8koxfZxNcSZxzVonb7C6EDcaccEYmWb30rRnHwXVo5cchwuGMvuDHBASuRXUMqN7uQEfkHZp5CBFGNPfHkMBpiD1afc7R0sTet_fZjYUxmIf_Pc3Wb6_r2TxffLzXs5dFrgtWxZxqWpSy4IUosTWNZRJaK3RjZCuIYVgTaQrbQNk2hhMGspIChLWWEmZbQafZ8yX2BM6C69TGHw8uHVS_XX_utDIFJhinQZN9utjdwe-PJkS1HYJOdcGZ1EFVTDCGBa-SfLxI3XvX7dM7VAP62w6jUZQJWTJB6R8usmRa</recordid><startdate>20100101</startdate><enddate>20100101</enddate><creator>Liang, D-F</creator><creator>Thusyanthan, NI</creator><creator>Madabhushi, SPG</creator><creator>Tang, H-W</creator><general>Department of Engineering, University of Cambridge, Cambridge CB2 I PZ, UK%KW Ltd, Fetcham Park House, Lower Road, Fetcham, Surrey KT22 9HD, UK%State Key Laboratory of Hydrology- Water Resources and Hydraulic Engineering,Hohai University, Natjing 210098, China</general><scope>2RA</scope><scope>92L</scope><scope>CQIGP</scope><scope>~WA</scope><scope>7TB</scope><scope>8FD</scope><scope>FR3</scope><scope>KR7</scope><scope>2B.</scope><scope>4A8</scope><scope>92I</scope><scope>93N</scope><scope>PSX</scope><scope>TCJ</scope></search><sort><creationdate>20100101</creationdate><title>Modelling Solitary Waves and Its Impact on Coastal Houses with SPH Method</title><author>Liang, D-F ; Thusyanthan, NI ; Madabhushi, SPG ; Tang, H-W</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c248t-3c3269252760febf49adf7cbe9d71e40c19e2fba6dbe514a9897a7fff314fd73</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2010</creationdate><topic>China</topic><topic>Coastal</topic><topic>Computer simulation</topic><topic>Fluid flow</topic><topic>Houses</topic><topic>Hydrodynamics</topic><topic>Marine</topic><topic>Mathematical models</topic><topic>Solitary waves</topic><topic>SPH方法</topic><topic>Tanks</topic><topic>内部设计</topic><topic>孤立波</topic><topic>相互作用</topic><topic>自由表面流动</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Liang, D-F</creatorcontrib><creatorcontrib>Thusyanthan, NI</creatorcontrib><creatorcontrib>Madabhushi, SPG</creatorcontrib><creatorcontrib>Tang, H-W</creatorcontrib><collection>维普_期刊</collection><collection>中文科技期刊数据库-CALIS站点</collection><collection>中文科技期刊数据库-7.0平台</collection><collection>中文科技期刊数据库- 镜像站点</collection><collection>Mechanical & Transportation Engineering Abstracts</collection><collection>Technology Research Database</collection><collection>Engineering Research Database</collection><collection>Civil Engineering Abstracts</collection><collection>Wanfang Data Journals - Hong Kong</collection><collection>WANFANG Data Centre</collection><collection>Wanfang Data Journals</collection><collection>万方数据期刊 - 香港版</collection><collection>China Online Journals (COJ)</collection><collection>China Online Journals (COJ)</collection><jtitle>China ocean engineering</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Liang, D-F</au><au>Thusyanthan, NI</au><au>Madabhushi, SPG</au><au>Tang, H-W</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Modelling Solitary Waves and Its Impact on Coastal Houses with SPH Method</atitle><jtitle>China ocean engineering</jtitle><addtitle>China Ocean Engineering</addtitle><date>2010-01-01</date><risdate>2010</risdate><volume>24</volume><issue>2</issue><spage>353</spage><epage>368</epage><pages>353-368</pages><issn>0890-5487</issn><eissn>2191-8945</eissn><abstract>The interaction between solid structures and free-surface flows is investigated in this study. A Smoothed Particle Hy- drodynamics (SPH) model is used in the investigation and is verified against analytical solutions and experimental obser- vations. The main aim is to examine the effectiveness of a tsunami-resistant house design by predicting the wave loads on it. To achieve this, the solitary wave generation and ran-up are studied first. The solitary wave is generated by allowing a heavily weighted block to penetrate into a tank of water at one end, and the near-shore seabed is modelled by an inclined section with a constant slope. Then, the SPH model is applied to simulate the three-dimensional flows around different types of houses under the action of a solitary wave. It has been found that the tsunami-resistant house design reduces the impact force by a factor of three.</abstract><pub>Department of Engineering, University of Cambridge, Cambridge CB2 I PZ, UK%KW Ltd, Fetcham Park House, Lower Road, Fetcham, Surrey KT22 9HD, UK%State Key Laboratory of Hydrology- Water Resources and Hydraulic Engineering,Hohai University, Natjing 210098, China</pub><tpages>16</tpages></addata></record> |
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source | Alma/SFX Local Collection |
subjects | China Coastal Computer simulation Fluid flow Houses Hydrodynamics Marine Mathematical models Solitary waves SPH方法 Tanks 内部设计 孤立波 相互作用 自由表面流动 |
title | Modelling Solitary Waves and Its Impact on Coastal Houses with SPH Method |
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