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Designing a Preliminary Multifunctional Artificial Reef to Protect the Portuguese Coast

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dc.contributor.author Voorde, M. pt_BR
dc.contributor.author Antunes do Carmo, J. pt_BR
dc.contributor.author Neves, M. G. pt_BR
dc.contributor.editor Journal of Coastal Research pt_BR
dc.date.accessioned 2009-11-20T13:13:52Z pt_BR
dc.date.accessioned 2010-04-26T10:12:36Z pt_BR
dc.date.accessioned 2014-10-20T13:37:54Z pt_BR
dc.date.accessioned 2017-04-12T16:08:25Z
dc.date.available 2009-11-20T13:13:52Z pt_BR
dc.date.available 2010-04-26T10:12:36Z pt_BR
dc.date.available 2014-10-20T13:37:54Z pt_BR
dc.date.available 2017-04-12T16:08:25Z
dc.date.issued 2009 pt_BR
dc.identifier.uri https://repositorio.lnec.pt/jspui/handle/123456789/17324
dc.description.abstract coastline appear to entail some disadvantages. An innovative and interesting way of protecting a local coastal zone by means of multifunctional artificial reefs avoids some of them. A multifunctional artificial reef is a submerged breakwater which, besides helping to protect the local coastline, can have other purposes; in particular it may enhance the surfing possibilities and the environmental value of the local area. The structure has several positive side effects: first, it provides an unimpaired visual amenity; second, it offers tourist and economic benefits by improving the surfing conditions. A preliminary design, achieved step-by-step, is proposed for a multifunctional artificial reef making use of the theory and state of the art multifunctional artificial reef design, a preliminary design, achieved step-by-step, a priliminary design is proposed. The proposed reef geometry, together with numerical and physical tests, allows the analysis of a multifunctional reef breakwater designed to protect a stretch of the northwestern coast of Portugal. Taking into account the condition that the proposed geometry will only function properly on a sea slope bottom of less than 1 : 50, the main choices are as follows: the upper part of the structure is delta shaped with an angle of 66 and a side slope of 1 : 10, and the lower part consists of a platform whose slopes are as steep as possible. The position of the reef should be such that the distance from the apex of the structure to the undisturbed shoreline is greater than 1.5 times the natural surf zone width. pt_BR
dc.format.extent 577040 bytes pt_BR
dc.format.mimetype application/pdf pt_BR
dc.language.iso por pt_BR
dc.rights openAccess pt_BR
dc.subject Multifunctional artificial reefs pt_BR
dc.subject Surfability pt_BR
dc.subject Coastal protection pt_BR
dc.subject Geotextile sand containers pt_BR
dc.title Designing a Preliminary Multifunctional Artificial Reef to Protect the Portuguese Coast pt_BR
dc.type article pt_BR
dc.description.figures 15 pt_BR
dc.description.tables 4 pt_BR
dc.description.pages formato electrónico pt_BR
dc.description.sector DHA/NPE pt_BR
dc.description.year 2009 pt_BR


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