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Oblique Wave Trapping by a Surface-Piercing Flexible Porous Barrier in the Presence of Step-Type Bottoms
The present study deals with the oblique wave trapping by a surface-piercing flexible porous barrier near a rigid wall in the presence of step-type bottoms under the assumptions of small amplitude water waves and the structural response theory in finite water depth. The modified mild-slope equation...
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Published in: | Journal of marine science and application 2019-12, Vol.18 (4), p.433-443 |
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description | The present study deals with the oblique wave trapping by a surface-piercing flexible porous barrier near a rigid wall in the presence of step-type bottoms under the assumptions of small amplitude water waves and the structural response theory in finite water depth. The modified mild-slope equation along with suitable jump conditions and the least squares approximation method are used to handle the mathematical boundary value problem. Four types of edge conditions, i.e., clamped-moored, clamped-free, moored-free, and moored-moored, are considered to keep the barrier at a desired position of interest. The role of the flexible porous barrier is studied by analyzing the reflection coefficient, surface elevation, and wave forces on the barrier and the rigid wall. The effects of step-type bottoms, incidence angle, barrier length, structural rigidity, porosity, and mooring angle are discussed. The study reveals that in the presence of a step bottom, full reflection can be found periodically with an increase in (i) wave number and (ii) distance between the barrier and the rigid wall. Moreover, nearly zero reflection can be found with a suitable combination of wave and structural parameters, which is desirable for creating a calm region near a rigid wall in the presence of a step bottom. |
doi_str_mv | 10.1007/s11804-018-0036-2 |
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The modified mild-slope equation along with suitable jump conditions and the least squares approximation method are used to handle the mathematical boundary value problem. Four types of edge conditions, i.e., clamped-moored, clamped-free, moored-free, and moored-moored, are considered to keep the barrier at a desired position of interest. The role of the flexible porous barrier is studied by analyzing the reflection coefficient, surface elevation, and wave forces on the barrier and the rigid wall. The effects of step-type bottoms, incidence angle, barrier length, structural rigidity, porosity, and mooring angle are discussed. The study reveals that in the presence of a step bottom, full reflection can be found periodically with an increase in (i) wave number and (ii) distance between the barrier and the rigid wall. 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Appl</addtitle><description>The present study deals with the oblique wave trapping by a surface-piercing flexible porous barrier near a rigid wall in the presence of step-type bottoms under the assumptions of small amplitude water waves and the structural response theory in finite water depth. The modified mild-slope equation along with suitable jump conditions and the least squares approximation method are used to handle the mathematical boundary value problem. Four types of edge conditions, i.e., clamped-moored, clamped-free, moored-free, and moored-moored, are considered to keep the barrier at a desired position of interest. The role of the flexible porous barrier is studied by analyzing the reflection coefficient, surface elevation, and wave forces on the barrier and the rigid wall. The effects of step-type bottoms, incidence angle, barrier length, structural rigidity, porosity, and mooring angle are discussed. The study reveals that in the presence of a step bottom, full reflection can be found periodically with an increase in (i) wave number and (ii) distance between the barrier and the rigid wall. Moreover, nearly zero reflection can be found with a suitable combination of wave and structural parameters, which is desirable for creating a calm region near a rigid wall in the presence of a step bottom.</description><subject>Approximation</subject><subject>Approximation method</subject><subject>Boundary value problems</subject><subject>Electrical Machines and Networks</subject><subject>Elevation</subject><subject>Engineering</subject><subject>Geotechnical Engineering & Applied Earth Sciences</subject><subject>Incidence angle</subject><subject>Machinery and Machine Elements</subject><subject>Mathematical analysis</subject><subject>Offshore Engineering</subject><subject>Piercing</subject><subject>Porosity</subject><subject>Power Electronics</subject><subject>Reflectance</subject><subject>Reflection</subject><subject>Research Article</subject><subject>Rigid walls</subject><subject>Rigidity</subject><subject>Trapping</subject><subject>Water depth</subject><subject>Water waves</subject><subject>Wave forces</subject><subject>Wave number</subject><subject>Wave trapping</subject><issn>1671-9433</issn><issn>1993-5048</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2019</creationdate><recordtype>article</recordtype><recordid>eNp1kE1LAzEQhoMoWKs_wFvAq9HJRzfZo4pfULDQiseQpEm7pd1dk622_96UFTx5mmHmeWfgQeiSwg0FkLeJUgWCAFUEgBeEHaEBLUtORiDUce4LSUkpOD9FZymtAApZcD5Ayze7rj63Hn-YL49n0bRtVS-w3WODp9sYjPNkUvnoDtOntd9Vdu3xpInNNuF7E2Pe4arG3TJPo0--dh43AU8735LZvvX4vum6ZpPO0Ukw6-QvfusQvT89zh5eyPjt-fXhbkwcH_GOUBfAzE1gwZSWWcnnzCmQyso5ZyNHhZTACqssE04EJQtTFCpITgOzbmQUH6Lr_u63qYOpF3rVbGOdP-qltws33-2s9gxoCQJAZPyqx9vYZA2p--MZF5xJyUSZKdpTLjYpRR90G6uNiXtNQR_8696_zv71wX8ODxHrMymz9cLHv8v_h34ADg2HkA</recordid><startdate>20191201</startdate><enddate>20191201</enddate><creator>Behera, H.</creator><creator>Ghosh, S.</creator><general>Harbin Engineering University</general><general>Springer Nature B.V</general><general>Department of Mathematics,SRM Institute of Science and Technology,Kattankulathur,Tamil Nadu,India%SRM Research Institute,SRM Institute of Science and Technology,Kattankulathur,Tamil Nadu,India</general><general>Department of Mathematics,SRM Institute of Science and Technology,Kattankulathur,Tamil Nadu,India</general><general>SRM Research Institute,SRM Institute of Science and Technology,Kattankulathur,Tamil Nadu,India</general><general>NLPCU,Faculty of Sciences,Université libre de Bruxelles,Brussels,Belgium</general><scope>AAYXX</scope><scope>CITATION</scope><scope>7TN</scope><scope>8FD</scope><scope>C1K</scope><scope>F1W</scope><scope>FR3</scope><scope>H95</scope><scope>H96</scope><scope>H97</scope><scope>H99</scope><scope>L.F</scope><scope>L.G</scope><scope>P64</scope><scope>2B.</scope><scope>4A8</scope><scope>92I</scope><scope>93N</scope><scope>PSX</scope><scope>TCJ</scope></search><sort><creationdate>20191201</creationdate><title>Oblique Wave Trapping by a Surface-Piercing Flexible Porous Barrier in the Presence of Step-Type Bottoms</title><author>Behera, H. ; Ghosh, S.</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c353t-1cf0adaf2fa9b2b73d2c8078b7d325c1477026b8b24c4f876a668f731f2bc5a83</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2019</creationdate><topic>Approximation</topic><topic>Approximation method</topic><topic>Boundary value problems</topic><topic>Electrical Machines and Networks</topic><topic>Elevation</topic><topic>Engineering</topic><topic>Geotechnical Engineering & Applied Earth Sciences</topic><topic>Incidence angle</topic><topic>Machinery and Machine Elements</topic><topic>Mathematical analysis</topic><topic>Offshore Engineering</topic><topic>Piercing</topic><topic>Porosity</topic><topic>Power Electronics</topic><topic>Reflectance</topic><topic>Reflection</topic><topic>Research Article</topic><topic>Rigid walls</topic><topic>Rigidity</topic><topic>Trapping</topic><topic>Water depth</topic><topic>Water waves</topic><topic>Wave forces</topic><topic>Wave number</topic><topic>Wave trapping</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Behera, H.</creatorcontrib><creatorcontrib>Ghosh, S.</creatorcontrib><collection>CrossRef</collection><collection>Oceanic 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) 1: Biological Sciences & Living Resources</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>ASFA: Marine Biotechnology Abstracts</collection><collection>Aquatic Science & Fisheries Abstracts (ASFA) Marine Biotechnology Abstracts</collection><collection>Aquatic Science & Fisheries Abstracts (ASFA) Professional</collection><collection>Biotechnology and BioEngineering 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>Journal of marine science and application</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Behera, H.</au><au>Ghosh, S.</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Oblique Wave Trapping by a Surface-Piercing Flexible Porous Barrier in the Presence of Step-Type Bottoms</atitle><jtitle>Journal of marine science and application</jtitle><stitle>J. 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The effects of step-type bottoms, incidence angle, barrier length, structural rigidity, porosity, and mooring angle are discussed. The study reveals that in the presence of a step bottom, full reflection can be found periodically with an increase in (i) wave number and (ii) distance between the barrier and the rigid wall. Moreover, nearly zero reflection can be found with a suitable combination of wave and structural parameters, which is desirable for creating a calm region near a rigid wall in the presence of a step bottom.</abstract><cop>Harbin</cop><pub>Harbin Engineering University</pub><doi>10.1007/s11804-018-0036-2</doi><tpages>11</tpages></addata></record> |
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subjects | Approximation Approximation method Boundary value problems Electrical Machines and Networks Elevation Engineering Geotechnical Engineering & Applied Earth Sciences Incidence angle Machinery and Machine Elements Mathematical analysis Offshore Engineering Piercing Porosity Power Electronics Reflectance Reflection Research Article Rigid walls Rigidity Trapping Water depth Water waves Wave forces Wave number Wave trapping |
title | Oblique Wave Trapping by a Surface-Piercing Flexible Porous Barrier in the Presence of Step-Type Bottoms |
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