Surface and Interfacial Wave Propagation over an Undulating Bottom in a Stratified Fluid with a Moored Porous-Flexible Barrier

AbstractThis work investigated the effect of a porous and flexible barrier and undulating bottom on wave attenuation in a two-layer stratified fluid under the action of oblique wave incidence, using small amplitude and structural response theory. Two sets of problems with porous and flexible barrier...

Ausführliche Beschreibung

Gespeichert in:
Bibliographische Detailangaben
Veröffentlicht in:Journal of engineering mechanics 2025-02, Vol.151 (2)
Hauptverfasser: Prasad, I. M., Prasad, N. M., Prasad, R. M., Tsai, C. C., Hsu, Tai-Wen, Behera, H.
Format: Artikel
Sprache:eng
Schlagworte:
Online-Zugang:Volltext
Tags: Tag hinzufügen
Keine Tags, Fügen Sie den ersten Tag hinzu!
container_end_page
container_issue 2
container_start_page
container_title Journal of engineering mechanics
container_volume 151
creator Prasad, I. M.
Prasad, N. M.
Prasad, R. M.
Tsai, C. C.
Hsu, Tai-Wen
Behera, H.
description AbstractThis work investigated the effect of a porous and flexible barrier and undulating bottom on wave attenuation in a two-layer stratified fluid under the action of oblique wave incidence, using small amplitude and structural response theory. Two sets of problems with porous and flexible barriers in the absence and presence of impervious sea-wall are discussed. Two different barrier configurations, called bottom-standing and surface-piercing, were considered. The Fourier method, least-square approximation method, and mild-slope approximation method were used to tackle the physical problem. The study reveals an optimal mooring angle to prevent its deformation by surface and interfacial waves. The dissipation of interfacial waves by bottom-standing and surface-piercing barriers exhibits an inverse pattern. Comparatively longer bottoms are insensitive to the interfacial wave-induced forces on the barrier when the depth ratio changes. The contribution of inertial effects in barrier porosity is seen to be critical in protecting existing offshore structures or sea-wall. The sea-wall can be protected using bottom-standing and surface-piercing barriers in a situation of higher surface and interfacial wave energies, respectively.
doi_str_mv 10.1061/JENMDT.EMENG-7541
format Article
fullrecord <record><control><sourceid>proquest_cross</sourceid><recordid>TN_cdi_proquest_journals_3132824152</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><sourcerecordid>3132824152</sourcerecordid><originalsourceid>FETCH-LOGICAL-a248t-339e190762e3000ca057ea5295bf13fe7a063bd3f56e87ced828a692d8c20bc53</originalsourceid><addsrcrecordid>eNp1kE1PwkAQhjdGExH9Ad428Vzcj37sHgULYkBJgHjcbNspLild3LaoF3-7xZp48jSZJ-87kzwIXVMyoCSkt4_x0_x-NYjn8dPEiwKfnqAelT73IiHkKeqRiHNPcinP0UVVbQmhfijDHvpaNi7XKWBdZnha1nDcjC7wiz4AXji71xtdG1tiewDXpvC6zJqiReUGD21d2x02JdZ4WbsW5gYyPC4ak-F3U7-2fG6ta9nCOttU3riAD5MUgIfaOQPuEp3luqjg6nf20Xocr0YP3ux5Mh3dzTzNfFF7nEugkkQhA04ISTUJItABk0GSU55DpEnIk4znQQgiSiETTOhQskykjCRpwPvopru7d_atgapWW9u4sn2pOOVMMJ8GrE3RLpU6W1UOcrV3Zqfdp6JEHTWrTrP60ayOmtvOoOvoKoW_q_8XvgHb7oCU</addsrcrecordid><sourcetype>Aggregation Database</sourcetype><iscdi>true</iscdi><recordtype>article</recordtype><pqid>3132824152</pqid></control><display><type>article</type><title>Surface and Interfacial Wave Propagation over an Undulating Bottom in a Stratified Fluid with a Moored Porous-Flexible Barrier</title><source>American Society of Civil Engineers:NESLI2:Journals:2014</source><creator>Prasad, I. M. ; Prasad, N. M. ; Prasad, R. M. ; Tsai, C. C. ; Hsu, Tai-Wen ; Behera, H.</creator><creatorcontrib>Prasad, I. M. ; Prasad, N. M. ; Prasad, R. M. ; Tsai, C. C. ; Hsu, Tai-Wen ; Behera, H.</creatorcontrib><description>AbstractThis work investigated the effect of a porous and flexible barrier and undulating bottom on wave attenuation in a two-layer stratified fluid under the action of oblique wave incidence, using small amplitude and structural response theory. Two sets of problems with porous and flexible barriers in the absence and presence of impervious sea-wall are discussed. Two different barrier configurations, called bottom-standing and surface-piercing, were considered. The Fourier method, least-square approximation method, and mild-slope approximation method were used to tackle the physical problem. The study reveals an optimal mooring angle to prevent its deformation by surface and interfacial waves. The dissipation of interfacial waves by bottom-standing and surface-piercing barriers exhibits an inverse pattern. Comparatively longer bottoms are insensitive to the interfacial wave-induced forces on the barrier when the depth ratio changes. The contribution of inertial effects in barrier porosity is seen to be critical in protecting existing offshore structures or sea-wall. The sea-wall can be protected using bottom-standing and surface-piercing barriers in a situation of higher surface and interfacial wave energies, respectively.</description><identifier>ISSN: 0733-9399</identifier><identifier>EISSN: 1943-7889</identifier><identifier>DOI: 10.1061/JENMDT.EMENG-7541</identifier><language>eng</language><publisher>New York: American Society of Civil Engineers</publisher><subject>Approximation ; Deformation effects ; Offshore structures ; Piercing ; Structural response ; Technical Papers ; Wave attenuation ; Wave propagation</subject><ispartof>Journal of engineering mechanics, 2025-02, Vol.151 (2)</ispartof><rights>2024 American Society of Civil Engineers</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><cites>FETCH-LOGICAL-a248t-339e190762e3000ca057ea5295bf13fe7a063bd3f56e87ced828a692d8c20bc53</cites><orcidid>0000-0002-4464-5623 ; 0000-0002-6031-9756 ; 0000-0002-2542-0066</orcidid></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktopdf>$$Uhttp://ascelibrary.org/doi/pdf/10.1061/JENMDT.EMENG-7541$$EPDF$$P50$$Gasce$$H</linktopdf><linktohtml>$$Uhttp://ascelibrary.org/doi/abs/10.1061/JENMDT.EMENG-7541$$EHTML$$P50$$Gasce$$H</linktohtml><link.rule.ids>314,776,780,27901,27902,75935,75943</link.rule.ids></links><search><creatorcontrib>Prasad, I. M.</creatorcontrib><creatorcontrib>Prasad, N. M.</creatorcontrib><creatorcontrib>Prasad, R. M.</creatorcontrib><creatorcontrib>Tsai, C. C.</creatorcontrib><creatorcontrib>Hsu, Tai-Wen</creatorcontrib><creatorcontrib>Behera, H.</creatorcontrib><title>Surface and Interfacial Wave Propagation over an Undulating Bottom in a Stratified Fluid with a Moored Porous-Flexible Barrier</title><title>Journal of engineering mechanics</title><description>AbstractThis work investigated the effect of a porous and flexible barrier and undulating bottom on wave attenuation in a two-layer stratified fluid under the action of oblique wave incidence, using small amplitude and structural response theory. Two sets of problems with porous and flexible barriers in the absence and presence of impervious sea-wall are discussed. Two different barrier configurations, called bottom-standing and surface-piercing, were considered. The Fourier method, least-square approximation method, and mild-slope approximation method were used to tackle the physical problem. The study reveals an optimal mooring angle to prevent its deformation by surface and interfacial waves. The dissipation of interfacial waves by bottom-standing and surface-piercing barriers exhibits an inverse pattern. Comparatively longer bottoms are insensitive to the interfacial wave-induced forces on the barrier when the depth ratio changes. The contribution of inertial effects in barrier porosity is seen to be critical in protecting existing offshore structures or sea-wall. The sea-wall can be protected using bottom-standing and surface-piercing barriers in a situation of higher surface and interfacial wave energies, respectively.</description><subject>Approximation</subject><subject>Deformation effects</subject><subject>Offshore structures</subject><subject>Piercing</subject><subject>Structural response</subject><subject>Technical Papers</subject><subject>Wave attenuation</subject><subject>Wave propagation</subject><issn>0733-9399</issn><issn>1943-7889</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2025</creationdate><recordtype>article</recordtype><recordid>eNp1kE1PwkAQhjdGExH9Ad428Vzcj37sHgULYkBJgHjcbNspLild3LaoF3-7xZp48jSZJ-87kzwIXVMyoCSkt4_x0_x-NYjn8dPEiwKfnqAelT73IiHkKeqRiHNPcinP0UVVbQmhfijDHvpaNi7XKWBdZnha1nDcjC7wiz4AXji71xtdG1tiewDXpvC6zJqiReUGD21d2x02JdZ4WbsW5gYyPC4ak-F3U7-2fG6ta9nCOttU3riAD5MUgIfaOQPuEp3luqjg6nf20Xocr0YP3ux5Mh3dzTzNfFF7nEugkkQhA04ISTUJItABk0GSU55DpEnIk4znQQgiSiETTOhQskykjCRpwPvopru7d_atgapWW9u4sn2pOOVMMJ8GrE3RLpU6W1UOcrV3Zqfdp6JEHTWrTrP60ayOmtvOoOvoKoW_q_8XvgHb7oCU</recordid><startdate>20250201</startdate><enddate>20250201</enddate><creator>Prasad, I. M.</creator><creator>Prasad, N. M.</creator><creator>Prasad, R. M.</creator><creator>Tsai, C. C.</creator><creator>Hsu, Tai-Wen</creator><creator>Behera, H.</creator><general>American Society of Civil Engineers</general><scope>AAYXX</scope><scope>CITATION</scope><scope>7TB</scope><scope>8FD</scope><scope>FR3</scope><scope>KR7</scope><orcidid>https://orcid.org/0000-0002-4464-5623</orcidid><orcidid>https://orcid.org/0000-0002-6031-9756</orcidid><orcidid>https://orcid.org/0000-0002-2542-0066</orcidid></search><sort><creationdate>20250201</creationdate><title>Surface and Interfacial Wave Propagation over an Undulating Bottom in a Stratified Fluid with a Moored Porous-Flexible Barrier</title><author>Prasad, I. M. ; Prasad, N. M. ; Prasad, R. M. ; Tsai, C. C. ; Hsu, Tai-Wen ; Behera, H.</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-a248t-339e190762e3000ca057ea5295bf13fe7a063bd3f56e87ced828a692d8c20bc53</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2025</creationdate><topic>Approximation</topic><topic>Deformation effects</topic><topic>Offshore structures</topic><topic>Piercing</topic><topic>Structural response</topic><topic>Technical Papers</topic><topic>Wave attenuation</topic><topic>Wave propagation</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Prasad, I. M.</creatorcontrib><creatorcontrib>Prasad, N. M.</creatorcontrib><creatorcontrib>Prasad, R. M.</creatorcontrib><creatorcontrib>Tsai, C. C.</creatorcontrib><creatorcontrib>Hsu, Tai-Wen</creatorcontrib><creatorcontrib>Behera, H.</creatorcontrib><collection>CrossRef</collection><collection>Mechanical &amp; Transportation Engineering Abstracts</collection><collection>Technology Research Database</collection><collection>Engineering Research Database</collection><collection>Civil Engineering Abstracts</collection><jtitle>Journal of engineering mechanics</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Prasad, I. M.</au><au>Prasad, N. M.</au><au>Prasad, R. M.</au><au>Tsai, C. C.</au><au>Hsu, Tai-Wen</au><au>Behera, H.</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Surface and Interfacial Wave Propagation over an Undulating Bottom in a Stratified Fluid with a Moored Porous-Flexible Barrier</atitle><jtitle>Journal of engineering mechanics</jtitle><date>2025-02-01</date><risdate>2025</risdate><volume>151</volume><issue>2</issue><issn>0733-9399</issn><eissn>1943-7889</eissn><abstract>AbstractThis work investigated the effect of a porous and flexible barrier and undulating bottom on wave attenuation in a two-layer stratified fluid under the action of oblique wave incidence, using small amplitude and structural response theory. Two sets of problems with porous and flexible barriers in the absence and presence of impervious sea-wall are discussed. Two different barrier configurations, called bottom-standing and surface-piercing, were considered. The Fourier method, least-square approximation method, and mild-slope approximation method were used to tackle the physical problem. The study reveals an optimal mooring angle to prevent its deformation by surface and interfacial waves. The dissipation of interfacial waves by bottom-standing and surface-piercing barriers exhibits an inverse pattern. Comparatively longer bottoms are insensitive to the interfacial wave-induced forces on the barrier when the depth ratio changes. The contribution of inertial effects in barrier porosity is seen to be critical in protecting existing offshore structures or sea-wall. The sea-wall can be protected using bottom-standing and surface-piercing barriers in a situation of higher surface and interfacial wave energies, respectively.</abstract><cop>New York</cop><pub>American Society of Civil Engineers</pub><doi>10.1061/JENMDT.EMENG-7541</doi><orcidid>https://orcid.org/0000-0002-4464-5623</orcidid><orcidid>https://orcid.org/0000-0002-6031-9756</orcidid><orcidid>https://orcid.org/0000-0002-2542-0066</orcidid></addata></record>
fulltext fulltext
identifier ISSN: 0733-9399
ispartof Journal of engineering mechanics, 2025-02, Vol.151 (2)
issn 0733-9399
1943-7889
language eng
recordid cdi_proquest_journals_3132824152
source American Society of Civil Engineers:NESLI2:Journals:2014
subjects Approximation
Deformation effects
Offshore structures
Piercing
Structural response
Technical Papers
Wave attenuation
Wave propagation
title Surface and Interfacial Wave Propagation over an Undulating Bottom in a Stratified Fluid with a Moored Porous-Flexible Barrier
url https://sfx.bib-bvb.de/sfx_tum?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2025-02-13T00%3A45%3A58IST&url_ver=Z39.88-2004&url_ctx_fmt=infofi/fmt:kev:mtx:ctx&rfr_id=info:sid/primo.exlibrisgroup.com:primo3-Article-proquest_cross&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.atitle=Surface%20and%20Interfacial%20Wave%20Propagation%20over%20an%20Undulating%20Bottom%20in%20a%20Stratified%20Fluid%20with%20a%20Moored%20Porous-Flexible%20Barrier&rft.jtitle=Journal%20of%20engineering%20mechanics&rft.au=Prasad,%20I.%20M.&rft.date=2025-02-01&rft.volume=151&rft.issue=2&rft.issn=0733-9399&rft.eissn=1943-7889&rft_id=info:doi/10.1061/JENMDT.EMENG-7541&rft_dat=%3Cproquest_cross%3E3132824152%3C/proquest_cross%3E%3Curl%3E%3C/url%3E&disable_directlink=true&sfx.directlink=off&sfx.report_link=0&rft_id=info:oai/&rft_pqid=3132824152&rft_id=info:pmid/&rfr_iscdi=true