dc.contributor.author |
Memos, CD |
en |
dc.contributor.author |
Karambas, ThV |
en |
dc.contributor.author |
Avgeris, I |
en |
dc.date.accessioned |
2014-03-01T01:22:32Z |
|
dc.date.available |
2014-03-01T01:22:32Z |
|
dc.date.issued |
2005 |
en |
dc.identifier.issn |
0029-8018 |
en |
dc.identifier.uri |
https://dspace.lib.ntua.gr/xmlui/handle/123456789/16612 |
|
dc.subject |
Boussinesq-type models |
en |
dc.subject |
Nearshore zone |
en |
dc.subject |
Wave transformation |
en |
dc.subject.classification |
Engineering, Civil |
en |
dc.subject.classification |
Engineering, Ocean |
en |
dc.subject.classification |
Oceanography |
en |
dc.subject.classification |
Water Resources |
en |
dc.subject.other |
Boundary conditions |
en |
dc.subject.other |
Damping |
en |
dc.subject.other |
Energy dissipation |
en |
dc.subject.other |
Mathematical models |
en |
dc.subject.other |
Nonlinear equations |
en |
dc.subject.other |
Refraction |
en |
dc.subject.other |
Boussinesq-type equations |
en |
dc.subject.other |
Computational domain |
en |
dc.subject.other |
Wave transformations |
en |
dc.subject.other |
Wave propagation |
en |
dc.subject.other |
breaking wave |
en |
dc.title |
Irregular wave transformation in the nearshore zone: Experimental investigations and comparison with a higher order Boussinesq model |
en |
heal.type |
journalArticle |
en |
heal.identifier.primary |
10.1016/j.oceaneng.2004.09.009 |
en |
heal.identifier.secondary |
http://dx.doi.org/10.1016/j.oceaneng.2004.09.009 |
en |
heal.language |
English |
en |
heal.publicationDate |
2005 |
en |
heal.abstract |
A non-linear wave propagation model, based on the higher order depth-integrated Boussinesq-type equations for breaking and non-breaking waves, was applied to predict irregular wave transformation in two horizontal dimensions. A new source function, adapted for the proposed equations, is introduced inside the computational domain, to generate the desired short-crested waves. The dissipation due to the roller is introduced in the momentum equation in order to simulate wave breaking. Bottom friction and sub-grid turbulent processes are also introduced in the model. At the open boundaries a damping layer is applied together with a radiation boundary condition. Model results are compared with experimental measurements, containing tests with normal or oblique to the shore long- and short-crested irregular waves. The comparisons show that the model is able to simulate successfully the non-linear evolution of a unidirectional or a multidirectional wave filed in the nearshore zone, under the effects of refraction, shoaling, and breaking. (c) 2005 Elsevier Ltd. All rights reserved. |
en |
heal.publisher |
PERGAMON-ELSEVIER SCIENCE LTD |
en |
heal.journalName |
Ocean Engineering |
en |
dc.identifier.doi |
10.1016/j.oceaneng.2004.09.009 |
en |
dc.identifier.isi |
ISI:000229661500011 |
en |
dc.identifier.volume |
32 |
en |
dc.identifier.issue |
11-12 |
en |
dc.identifier.spage |
1465 |
en |
dc.identifier.epage |
1485 |
en |