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Wave attenuation due to Posidonia oceanica meadows

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dc.contributor.author Sanchez-Gonzalez, JF en
dc.contributor.author Sanchez-Rojas, V en
dc.contributor.author Memos, CD en
dc.date.accessioned 2014-03-01T01:37:33Z
dc.date.available 2014-03-01T01:37:33Z
dc.date.issued 2011 en
dc.identifier.issn 0022-1686 en
dc.identifier.uri https://dspace.lib.ntua.gr/xmlui/handle/123456789/21551
dc.subject Drag coefficient en
dc.subject physical model en
dc.subject Posidonia oceanica en
dc.subject vegetation field en
dc.subject wave damping en
dc.subject.classification Engineering, Civil en
dc.subject.classification Water Resources en
dc.subject.other Drag forces en
dc.subject.other Empirical parameters en
dc.subject.other Experimental studies en
dc.subject.other Exponential decays en
dc.subject.other Model materials en
dc.subject.other Physical model en
dc.subject.other Posidonia oceanica en
dc.subject.other Random waves en
dc.subject.other Semi-empirical en
dc.subject.other Test programme en
dc.subject.other Wave attenuation en
dc.subject.other wave damping en
dc.subject.other Wave height transformation en
dc.subject.other Wave heights en
dc.subject.other Wave steepness en
dc.subject.other Reynolds number en
dc.subject.other Water waves en
dc.subject.other Drag coefficient en
dc.subject.other drag coefficient en
dc.subject.other energy conservation en
dc.subject.other experimental study en
dc.subject.other random wave en
dc.subject.other Reynolds number en
dc.subject.other seagrass meadow en
dc.subject.other submerged vegetation en
dc.subject.other wave attenuation en
dc.subject.other wave damping en
dc.subject.other wave height en
dc.title Wave attenuation due to Posidonia oceanica meadows en
heal.type journalArticle en
heal.identifier.primary 10.1080/00221686.2011.552464 en
heal.identifier.secondary http://dx.doi.org/10.1080/00221686.2011.552464 en
heal.language English en
heal.publicationDate 2011 en
heal.abstract An experimental study carried out in a flume to a scale of 1/20 is presented to assess the wave height attenuation induced by submerged meadows of Posidonia oceanica. After examination of the appropriate scaling laws and selection of the model material, an extensive test programme included both regular and random waves. A semi-empirical formulation for estimating the wave height transformation along the meadow is obtained, based on energy conservation and considering that dissipation is only due to drag forces. The latter were linearized to obtain an exponential decay law. The formulation proposed depends on the drag coefficient and includes also an empirical parameter accounting for wave steepness. The model improves previous results and extends its applicability to random waves. The drag coefficient associated to the meadows is found to be better related to the Keulegan-Carpenter parameter than to the Reynolds number. Its value is given also for models proposed by others. © 2011 Copyright International Association for Hydro-Environment Engineering and Research. en
heal.publisher TAYLOR & FRANCIS LTD en
heal.journalName Journal of Hydraulic Research en
dc.identifier.doi 10.1080/00221686.2011.552464 en
dc.identifier.isi ISI:000294213700008 en
dc.identifier.volume 49 en
dc.identifier.issue 4 en
dc.identifier.spage 503 en
dc.identifier.epage 514 en


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