Please use this identifier to cite or link to this item:
http://repositorio.lnec.pt:8080/jspui/handle/123456789/1011820
Full metadata record
DC Field | Value | Language |
---|---|---|
dc.contributor.author | Santos, J. A. | pt_BR |
dc.contributor.author | Lemos, R. | pt_BR |
dc.contributor.author | Weimper, J. | pt_BR |
dc.contributor.author | Gronz, O. | pt_BR |
dc.contributor.author | Hofland, B. | pt_BR |
dc.contributor.author | Sande, J. | pt_BR |
dc.contributor.author | Pinheiro, L. | pt_BR |
dc.contributor.author | Spans, J.H. | pt_BR |
dc.contributor.author | Peña, E. | pt_BR |
dc.contributor.author | Reis, M. T. L. G. V. | pt_BR |
dc.contributor.author | Fortes, C. J. E. M. | pt_BR |
dc.contributor.author | Figuero, A. | pt_BR |
dc.contributor.author | Laiño, E. | pt_BR |
dc.contributor.author | Bornschein, A. | pt_BR |
dc.contributor.author | Kerpen, N.B. | pt_BR |
dc.contributor.author | Pedro, F. | pt_BR |
dc.contributor.author | Coimbra, M. | pt_BR |
dc.contributor.author | Körner, M. | pt_BR |
dc.contributor.author | van den Bos, J. | pt_BR |
dc.contributor.author | Dost, B. | pt_BR |
dc.contributor.author | Carvalho, R. | pt_BR |
dc.contributor.author | Alvarellos, A. | pt_BR |
dc.contributor.author | Pohl, R. | pt_BR |
dc.contributor.editor | Pierre-Yves Henry | pt_BR |
dc.contributor.editor | Mark Klein Breteler | pt_BR |
dc.date.accessioned | 2019-09-18T15:08:08Z | pt_BR |
dc.date.accessioned | 2019-10-25T10:59:34Z | - |
dc.date.available | 2019-09-18T15:08:08Z | pt_BR |
dc.date.available | 2019-10-25T10:59:34Z | - |
dc.date.issued | 2019-05 | pt_BR |
dc.identifier.citation | https://hydralab.eu/uploads/papers/BUC_21/JUM_bucarest_RODBreak_final.pdf | pt_BR |
dc.identifier.uri | https://repositorio.lnec.pt/jspui/handle/123456789/1011820 | - |
dc.description.abstract | A set of scale-model tests was carried out at the wave basin of the Leibniz University Hannover to extend the range of wave steepness values analysed in run-up, overtopping and armour layer stability studies, focusing on oblique extreme wave conditions and on their effects on a gentler slope breakwater’s trunk armour and roundhead. The paper describes the model set-up and operation concentrating on the measurement techniques used in those tests, namely on the innovative techniques for armour layer damage characterization. | pt_BR |
dc.language.iso | eng | pt_BR |
dc.publisher | Hydralab+ | pt_BR |
dc.relation | info:eu-repo/grantAgreement/EC/H2020/654110/EU | pt_BR |
dc.rights | restrictedAccess | pt_BR |
dc.subject | Wave run-up | pt_BR |
dc.subject | Overtopping | pt_BR |
dc.subject | Rubble-mound breakwaters | pt_BR |
dc.subject | Model tests | pt_BR |
dc.title | Measuring wave run-up, overtopping and damage of rubble-mound breakwaters in scale model tests | pt_BR |
dc.type | workingPaper | pt_BR |
dc.description.pages | 118-129pp | pt_BR |
dc.identifier.local | Bucharest | pt_BR |
dc.description.sector | DHA/NPE | pt_BR |
dc.identifier.conftitle | HYDRALAB+ Joint User Meeting | pt_BR |
dc.contributor.peer-reviewed | SIM | pt_BR |
dc.contributor.academicresearchers | SIM | pt_BR |
dc.contributor.arquivo | NAO | pt_BR |
Appears in Collections: | DHA/NPE - Comunicações a congressos e artigos de revista |
Files in This Item:
There are no files associated with this item.
Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.