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 |