Wave Damping due to Wooden Fences along Mangrove Coasts
Dao, T.; Stive, M.J.F.; Hofland, B., and Mai, T., 2018. Wave damping due to wooden fences along mangrove coasts. In the Mekong Delta, as in many other mangrove settings, wooden fences are considered beneficial coastal structures to provide sheltering for mangrove replantation efforts by reducing wav...
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Veröffentlicht in: | Journal of coastal research 2018-11, Vol.34 (6), p.1317-1327 |
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description | Dao, T.; Stive, M.J.F.; Hofland, B., and Mai, T., 2018. Wave damping due to wooden fences along mangrove coasts. In the Mekong Delta, as in many other mangrove settings, wooden fences are considered beneficial coastal structures to provide sheltering for mangrove replantation efforts by reducing waves and currents and promoting sedimentation. One of the most quantitative previous studies on fence-induced wave reduction offered a first understanding of relevant process parameters. The present application of the advanced numerical time-domain wave model SWASH increases this understanding substantially and explains previously unexplained phenomena that were encountered in this earlier study. The findings reveal that wave damping increases with increasing fence thickness and with increasing density of the woody material in the fences. It further shows that the transmitted wave height (represented by the transmission coefficient) is inversely proportional to the Ursell number, implying that nonlinear waves are damped more effectively. |
doi_str_mv | 10.2112/JCOASTRES-D-18-00015.1 |
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Wave damping due to wooden fences along mangrove coasts. In the Mekong Delta, as in many other mangrove settings, wooden fences are considered beneficial coastal structures to provide sheltering for mangrove replantation efforts by reducing waves and currents and promoting sedimentation. One of the most quantitative previous studies on fence-induced wave reduction offered a first understanding of relevant process parameters. The present application of the advanced numerical time-domain wave model SWASH increases this understanding substantially and explains previously unexplained phenomena that were encountered in this earlier study. The findings reveal that wave damping increases with increasing fence thickness and with increasing density of the woody material in the fences. It further shows that the transmitted wave height (represented by the transmission coefficient) is inversely proportional to the Ursell number, implying that nonlinear waves are damped more effectively.</description><identifier>ISSN: 0749-0208</identifier><identifier>EISSN: 1551-5036</identifier><identifier>DOI: 10.2112/JCOASTRES-D-18-00015.1</identifier><language>eng</language><publisher>Fort Lauderdale: The Coastal Education and Research Foundation</publisher><subject>Climate change ; Coastal erosion ; Coastal structures ; Coasts ; Damping ; Engineering ; Fences ; Forests ; Mangroves ; Mathematical models ; Mekong Delta ; Nonlinear waves ; Process parameters ; Sedimentation ; Sedimentation & deposition ; Sediments ; Soil erosion ; Surf zone ; SWASH model ; Tidal waves ; Wave damping ; Wave height ; Wave power</subject><ispartof>Journal of coastal research, 2018-11, Vol.34 (6), p.1317-1327</ispartof><rights>Coastal Education and Research Foundation, Inc. 2018</rights><rights>Copyright Allen Press Publishing Services Nov 2018</rights><lds50>peer_reviewed</lds50><oa>free_for_read</oa><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-b451t-271f9911508d78694885578893550518946eef037c11a542047fd4eba7d8c8353</citedby><cites>FETCH-LOGICAL-b451t-271f9911508d78694885578893550518946eef037c11a542047fd4eba7d8c8353</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktopdf>$$Uhttps://www.jstor.org/stable/pdf/26538611$$EPDF$$P50$$Gjstor$$H</linktopdf><linktohtml>$$Uhttps://www.jstor.org/stable/26538611$$EHTML$$P50$$Gjstor$$H</linktohtml><link.rule.ids>314,780,784,803,27915,27916,58008,58241</link.rule.ids></links><search><creatorcontrib>Dao, Tung</creatorcontrib><creatorcontrib>Stive, Marcel J.F.</creatorcontrib><creatorcontrib>Hofland, Bas</creatorcontrib><creatorcontrib>Mai, Tri</creatorcontrib><title>Wave Damping due to Wooden Fences along Mangrove Coasts</title><title>Journal of coastal research</title><description>Dao, T.; Stive, M.J.F.; Hofland, B., and Mai, T., 2018. Wave damping due to wooden fences along mangrove coasts. In the Mekong Delta, as in many other mangrove settings, wooden fences are considered beneficial coastal structures to provide sheltering for mangrove replantation efforts by reducing waves and currents and promoting sedimentation. One of the most quantitative previous studies on fence-induced wave reduction offered a first understanding of relevant process parameters. The present application of the advanced numerical time-domain wave model SWASH increases this understanding substantially and explains previously unexplained phenomena that were encountered in this earlier study. The findings reveal that wave damping increases with increasing fence thickness and with increasing density of the woody material in the fences. It further shows that the transmitted wave height (represented by the transmission coefficient) is inversely proportional to the Ursell number, implying that nonlinear waves are damped more effectively.</description><subject>Climate change</subject><subject>Coastal erosion</subject><subject>Coastal structures</subject><subject>Coasts</subject><subject>Damping</subject><subject>Engineering</subject><subject>Fences</subject><subject>Forests</subject><subject>Mangroves</subject><subject>Mathematical models</subject><subject>Mekong Delta</subject><subject>Nonlinear waves</subject><subject>Process parameters</subject><subject>Sedimentation</subject><subject>Sedimentation & deposition</subject><subject>Sediments</subject><subject>Soil erosion</subject><subject>Surf zone</subject><subject>SWASH model</subject><subject>Tidal waves</subject><subject>Wave damping</subject><subject>Wave height</subject><subject>Wave power</subject><issn>0749-0208</issn><issn>1551-5036</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2018</creationdate><recordtype>article</recordtype><sourceid>ABUWG</sourceid><sourceid>AFKRA</sourceid><sourceid>AZQEC</sourceid><sourceid>BENPR</sourceid><sourceid>CCPQU</sourceid><sourceid>DWQXO</sourceid><sourceid>GNUQQ</sourceid><recordid>eNqNkEtPAjEUhRujiYj-BM0krou9M33cWZJBfARDIhiWTZnpEAhMsR1M_PcWx7B2dRfnO-fkHkLugA1SgPThtZgOZ_P3xxkdUUDKGAMxgDPSAyGACpbJc9JjiueUpQwvyVUIm8hI5KpH1MJ82WRkdvt1s0qqg01alyycq2yTjG1T2pCYrYvSm2lW3kW2cCa04Zpc1GYb7M3f7ZOP8eO8eKaT6dNLMZzQJRfQ0lRBnecAgmGlUOYcUQiFmGdCMAGYc2ltzTJVAhjBU8ZVXXG7NKrCEjOR9cl9l7v37vNgQ6s37uCbWKlTyCSPPyJGSnZU6V0I3tZ679c74781MH0cSZ9G0iMNqH9H0hCNt51xE1rnT65UigwlHHXe6cu1c439b-wP-U1x8w</recordid><startdate>201811</startdate><enddate>201811</enddate><creator>Dao, Tung</creator><creator>Stive, Marcel J.F.</creator><creator>Hofland, Bas</creator><creator>Mai, Tri</creator><general>The Coastal Education and Research Foundation</general><general>COASTAL EDUCATION & RESEARCH FOUNDATION, INC. 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Damping due to Wooden Fences along Mangrove Coasts</title><author>Dao, Tung ; Stive, Marcel J.F. ; Hofland, Bas ; Mai, Tri</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-b451t-271f9911508d78694885578893550518946eef037c11a542047fd4eba7d8c8353</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2018</creationdate><topic>Climate change</topic><topic>Coastal erosion</topic><topic>Coastal structures</topic><topic>Coasts</topic><topic>Damping</topic><topic>Engineering</topic><topic>Fences</topic><topic>Forests</topic><topic>Mangroves</topic><topic>Mathematical models</topic><topic>Mekong Delta</topic><topic>Nonlinear waves</topic><topic>Process parameters</topic><topic>Sedimentation</topic><topic>Sedimentation & deposition</topic><topic>Sediments</topic><topic>Soil erosion</topic><topic>Surf zone</topic><topic>SWASH model</topic><topic>Tidal waves</topic><topic>Wave damping</topic><topic>Wave 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Wave damping due to wooden fences along mangrove coasts. In the Mekong Delta, as in many other mangrove settings, wooden fences are considered beneficial coastal structures to provide sheltering for mangrove replantation efforts by reducing waves and currents and promoting sedimentation. One of the most quantitative previous studies on fence-induced wave reduction offered a first understanding of relevant process parameters. The present application of the advanced numerical time-domain wave model SWASH increases this understanding substantially and explains previously unexplained phenomena that were encountered in this earlier study. The findings reveal that wave damping increases with increasing fence thickness and with increasing density of the woody material in the fences. It further shows that the transmitted wave height (represented by the transmission coefficient) is inversely proportional to the Ursell number, implying that nonlinear waves are damped more effectively.</abstract><cop>Fort Lauderdale</cop><pub>The Coastal Education and Research Foundation</pub><doi>10.2112/JCOASTRES-D-18-00015.1</doi><tpages>11</tpages><oa>free_for_read</oa></addata></record> |
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subjects | Climate change Coastal erosion Coastal structures Coasts Damping Engineering Fences Forests Mangroves Mathematical models Mekong Delta Nonlinear waves Process parameters Sedimentation Sedimentation & deposition Sediments Soil erosion Surf zone SWASH model Tidal waves Wave damping Wave height Wave power |
title | Wave Damping due to Wooden Fences along Mangrove Coasts |
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