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dc.contributor.authorLemos, R.pt_BR
dc.contributor.authorSantos, J. A.pt_BR
dc.contributor.authorFortes, C. J. E. M.pt_BR
dc.date.accessioned2022-12-27T11:42:19Zpt_BR
dc.date.accessioned2023-02-28T11:40:25Z-
dc.date.available2022-12-27T11:42:19Zpt_BR
dc.date.available2023-02-28T11:40:25Z-
dc.date.issued2022-12-20pt_BR
dc.identifier.citationdoi.org/10.3390/modelling4010001pt_BR
dc.identifier.urihttps://repositorio.lnec.pt/jspui/handle/123456789/1015716-
dc.description.abstractMelby presents a formula to predict damage evolution in rubble-mound breakwaters whose armour layer is made of rock, based on the erosion measured in scale-model tests and the characteristics of the incident sea waves in such tests. However, this formula is only valid for armour layers made of rock and for the range of tested sea states. The present work aims to show how the Melby methodology can be used to establish a similar formula for the armour layer damage evolu tion in a rubble-mound breakwater where tetrapods are employed. For that, a long-duration test series is conducted with a 1:50 scale model of the quay section of the Ericeira Harbour breakwater. The eroded volume of the armour layer was measured using a Kinect position sensor. The damage parameter values measured in the experiments are lower than those predicted by the formulation for rock armour layers. New 𝑎𝑝 and 𝑏 coefficients for the Melby formula for the tested armour layer were established based on the minimum root mean square error between the measured and the predicted damage. This work shows also that it is possible to assess the damage evolution in scale-model tests with rubble-mound breakwaters by computing the eroded volume and subse quently, the dimensionless damage parameter based on the equivalent removed armour units.pt_BR
dc.language.isoengpt_BR
dc.publisherMDPIpt_BR
dc.rightsopenAccesspt_BR
dc.subjectrubble-mound breakwater; damage evolution; position sensorpt_BR
dc.titleDamage Evolution Prediction during 2D Scale-Model Tests of a Rubble-Mound Breakwater: A Case Study of Ericeira’s Breakwaterpt_BR
dc.typearticlept_BR
dc.description.commentsRubble mound breakwaters are usually built at locations where the construction of vertical structures to create a harbour would imply using too large and expensive cais sons. In addition, they have the advantage, compared to vertical structures, of maintain ing good performance even after the removal of some elements from the armour layer during storms.pt_BR
dc.description.sectorDHA/NPEpt_BR
dc.description.magazineModellingpt_BR
dc.contributor.peer-reviewedNAOpt_BR
dc.contributor.academicresearchersNAOpt_BR
dc.contributor.arquivoSIMpt_BR
Appears in Collections:DHA/NPE - Comunicações a congressos e artigos de revista

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2023_Modelling_4_1-17pp_Lemosetal.pdfTo help in the decision-making process concerning the maintenance of a given rubble-mound breakwater, a common procedure is to periodically inspect such a structure and assess the armour layer condition, as referred in Santos et al. [1]. Such inspections usually take place after the end of the storm season. This information combined with knowledge on the wave climate at the breakwater location would help in establishing the need for maintenance work before the next inspection.1.16 MBAdobe PDFView/Open


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