{"status":"ok","message-type":"work","message-version":"1.0.0","message":{"indexed":{"date-parts":[[2026,1,27]],"date-time":"2026-01-27T14:18:07Z","timestamp":1769523487998,"version":"3.49.0"},"reference-count":37,"publisher":"Elsevier BV","license":[{"start":{"date-parts":[[2017,8,1]],"date-time":"2017-08-01T00:00:00Z","timestamp":1501545600000},"content-version":"tdm","delay-in-days":0,"URL":"https:\/\/www.elsevier.com\/tdm\/userlicense\/1.0\/"}],"content-domain":{"domain":["elsevier.com","sciencedirect.com"],"crossmark-restriction":true},"short-container-title":["Coastal Engineering"],"published-print":{"date-parts":[[2017,8]]},"DOI":"10.1016\/j.coastaleng.2017.06.001","type":"journal-article","created":{"date-parts":[[2017,6,10]],"date-time":"2017-06-10T14:16:39Z","timestamp":1497104199000},"page":"69-80","update-policy":"https:\/\/doi.org\/10.1016\/elsevier_cm_policy","source":"Crossref","is-referenced-by-count":13,"special_numbering":"C","title":["Experimental study of the hydraulic efficiency of a novel perforated-wall caisson concept, the LOWREB"],"prefix":"10.1016","volume":"126","author":[{"given":"Crina-Stefania","family":"Ciocan","sequence":"first","affiliation":[],"role":[{"role":"author","vocabulary":"crossref"}]},{"given":"Francisco","family":"Taveira-Pinto","sequence":"additional","affiliation":[],"role":[{"role":"author","vocabulary":"crossref"}]},{"given":"Luciana","family":"das Neves","sequence":"additional","affiliation":[],"role":[{"role":"author","vocabulary":"crossref"}]},{"given":"Paulo","family":"Rosa-Santos","sequence":"additional","affiliation":[],"role":[{"role":"author","vocabulary":"crossref"}]}],"member":"78","reference":[{"key":"10.1016\/j.coastaleng.2017.06.001_bib1","doi-asserted-by":"crossref","first-page":"51","DOI":"10.1016\/j.coastaleng.2014.04.002","article-title":"An experimental study on scale effects in wave reflection of low-reflective quay walls with internal rubble mound for regular and random waves","volume":"90","author":"Altomare","year":"2014","journal-title":"Coast. Eng."},{"key":"10.1016\/j.coastaleng.2017.06.001_bib2","series-title":"Coastal Engineering 2000","first-page":"1622","article-title":"Wave loads on perforated caisson breakwaters","author":"Bergmann","year":"2001"},{"key":"10.1016\/j.coastaleng.2017.06.001_bib3","series-title":"Presented at the the Twelfth International Offshore and Polar Engineering Conference","first-page":"736","article-title":"Regular waves acting on double-layered perforated caissons","author":"Chen","year":"2002"},{"key":"10.1016\/j.coastaleng.2017.06.001_bib4","doi-asserted-by":"crossref","first-page":"147","DOI":"10.1016\/j.coastaleng.2014.10.005","article-title":"Performance of submerged nearshore sand-filled geosystems for coastal protection","volume":"95","author":"das Neves","year":"2015","journal-title":"Coast. Eng."},{"key":"10.1016\/j.coastaleng.2017.06.001_bib5","doi-asserted-by":"crossref","first-page":"1","DOI":"10.1061\/(ASCE)0733-950X(1992)118:1(1)","article-title":"Hydraulic design of perforated breakwaters","volume":"118","author":"Fugazza","year":"1992","journal-title":"J.\u00a0Waterw. Port. Coast. Ocean. Eng."},{"key":"10.1016\/j.coastaleng.2017.06.001_bib6","doi-asserted-by":"crossref","first-page":"9","DOI":"10.1016\/j.coastaleng.2011.12.003","article-title":"New neural network-derived empirical formulas for estimating wave reflection on Jarlan-type breakwaters","volume":"62","author":"Garrido","year":"2012","journal-title":"Coast. Eng."},{"key":"10.1016\/j.coastaleng.2017.06.001_bib7","series-title":"Random Seas and Design of Maritime Structures, Advanced Series on Ocean Engineering","author":"Goda","year":"1985"},{"key":"10.1016\/j.coastaleng.2017.06.001_bib8","doi-asserted-by":"crossref","first-page":"259","DOI":"10.1016\/j.coastaleng.2013.09.002","article-title":"Three-dimensional interaction of waves and porous coastal structures using OpenFOAM\u00ae. Part II: Application","volume":"83","author":"Higuera","year":"2014","journal-title":"Coast. Eng."},{"key":"10.1016\/j.coastaleng.2017.06.001_bib9","doi-asserted-by":"crossref","first-page":"243","DOI":"10.1016\/j.coastaleng.2013.08.010","article-title":"Three-dimensional interaction of waves and porous coastal structures using OpenFOAM\u00ae. Part I: formulation and validation","volume":"83","author":"Higuera","year":"2014","journal-title":"Coast. Eng."},{"key":"10.1016\/j.coastaleng.2017.06.001_bib10","doi-asserted-by":"crossref","first-page":"285","DOI":"10.1007\/s10409-006-0021-x","article-title":"A\u00a0method to study interactions between narrow-banded random waves and multi-chamber perforated structures","volume":"22","author":"Huang","year":"2006","journal-title":"Acta Mech. Sin."},{"key":"10.1016\/j.coastaleng.2017.06.001_bib11","doi-asserted-by":"crossref","first-page":"1031","DOI":"10.1016\/j.oceaneng.2011.03.002","article-title":"Hydraulic performance and wave loadings of perforated\/slotted coastal structures: a review","volume":"38","author":"Huang","year":"2011","journal-title":"Ocean. Eng."},{"key":"10.1016\/j.coastaleng.2017.06.001_bib12","doi-asserted-by":"crossref","first-page":"229","DOI":"10.1061\/(ASCE)0733-950X(2000)126:5(229)","article-title":"Wave interactions with perforated breakwater","volume":"126","author":"Isaacson","year":"2000","journal-title":"J.\u00a0Waterw. Port. Coast. Ocean. Eng."},{"key":"10.1016\/j.coastaleng.2017.06.001_bib13","series-title":"A\u00a0Perforated Vertical Breakwater (No. 486, Vol. 41)","author":"Jarlan","year":"1961"},{"key":"10.1016\/j.coastaleng.2017.06.001_bib14","series-title":"Proc. Coastal Structures '79","first-page":"962","article-title":"Analysis of breakwaters having two porous walls","author":"Kondo","year":"1979"},{"key":"10.1016\/j.coastaleng.2017.06.001_bib15","doi-asserted-by":"crossref","first-page":"1","DOI":"10.1016\/j.oceaneng.2014.08.008","article-title":"Experimental study on the wave reflection of partially perforated wall caissons with single and double chambers","volume":"91","author":"Lee","year":"2014","journal-title":"Ocean. Eng."},{"key":"10.1016\/j.coastaleng.2017.06.001_bib16","doi-asserted-by":"crossref","first-page":"47","DOI":"10.1016\/j.coastaleng.2003.08.001","article-title":"The reflection of oblique incident waves by breakwaters with double-layered perforated wall","volume":"50","author":"Li","year":"2003","journal-title":"Coast. Eng"},{"key":"10.1016\/j.coastaleng.2017.06.001_bib17","doi-asserted-by":"crossref","first-page":"351","DOI":"10.1007\/s10409-007-0086-1","article-title":"Wave interaction with a new type perforated breakwater","volume":"23","author":"Liu","year":"2007","journal-title":"Acta Mech. Sin."},{"key":"10.1016\/j.coastaleng.2017.06.001_bib18","doi-asserted-by":"crossref","first-page":"76","DOI":"10.1016\/j.oceaneng.2011.12.011","article-title":"Short-crested waves interaction with a concentric cylindrical structure with double-layered perforated walls","volume":"40","author":"Liu","year":"2012","journal-title":"Ocean. Eng."},{"key":"10.1016\/j.coastaleng.2017.06.001_bib19","series-title":"Presented at theInternational Coastal Engineering Conference","first-page":"154","article-title":"The measurement of incident and reflected spectra using a least square method","author":"Mansard","year":"1980"},{"key":"10.1016\/j.coastaleng.2017.06.001_bib20","series-title":"Proc. 11th Coastal Engineering Conf. London, UK","first-page":"1121","article-title":"Experimental study on a fixed perforated breakwater","author":"Marks","year":"1968"},{"key":"10.1016\/j.coastaleng.2017.06.001_bib21","doi-asserted-by":"crossref","first-page":"48","DOI":"10.1016\/j.coastaleng.2015.04.004","article-title":"SPH numerical modeling of wave\u2013perforated breakwater interaction","volume":"101","author":"Meringolo","year":"2015","journal-title":"Coast. Eng."},{"key":"10.1016\/j.coastaleng.2017.06.001_bib22","series-title":"Probabilistic Design Tools for Vertical Breakwaters","author":"Oumeraci","year":"2001"},{"key":"10.1016\/j.coastaleng.2017.06.001_bib23","doi-asserted-by":"crossref","first-page":"1316","DOI":"10.1016\/j.oceaneng.2009.09.003","article-title":"Reduction of non-breaking wave loads on caisson type breakwaters using a modified perforated configuration","volume":"36","author":"\u00d6zg\u00fcr Kirca","year":"2009","journal-title":"Ocean. Eng."},{"key":"10.1016\/j.coastaleng.2017.06.001_bib24","series-title":"Estrutura Portu\u00e1rias Verticais Perfuradas","author":"Pinto","year":"2012"},{"key":"10.1016\/j.coastaleng.2017.06.001_bib25","doi-asserted-by":"crossref","first-page":"60","DOI":"10.1016\/j.coastaleng.2013.11.012","article-title":"Experimental evaluation of the tension mooring effect on the response of moored ships","volume":"85","author":"Rosa-Santos","year":"2014","journal-title":"Coast. Eng."},{"key":"10.1016\/j.coastaleng.2017.06.001_bib26","doi-asserted-by":"crossref","first-page":"431","DOI":"10.1016\/j.coastaleng.2007.12.007","article-title":"Hydrodynamic performance of a dual cylindrical caisson breakwater","volume":"55","author":"Sankarbabu","year":"2008","journal-title":"Coast. Eng."},{"key":"10.1016\/j.coastaleng.2017.06.001_bib27","doi-asserted-by":"crossref","first-page":"177","DOI":"10.1016\/0378-3839(95)00027-5","article-title":"Wave reflection from perforated-wall caisson breakwaters","volume":"26","author":"Suh","year":"1995","journal-title":"Coast. Eng."},{"key":"10.1016\/j.coastaleng.2017.06.001_bib28","doi-asserted-by":"crossref","first-page":"141","DOI":"10.1016\/S0378-3839(01)00028-X","article-title":"Reflection of irregular waves from perforated-wall caisson breakwaters","volume":"44","author":"Suh","year":"2001","journal-title":"Coast. Eng."},{"key":"10.1016\/j.coastaleng.2017.06.001_bib29","doi-asserted-by":"crossref","first-page":"264","DOI":"10.1016\/j.oceaneng.2004.11.015","article-title":"Wave reflection from partially perforated-wall caisson breakwater","volume":"33","author":"Suh","year":"2006","journal-title":"Ocean. Eng."},{"issue":"3","key":"10.1016\/j.coastaleng.2017.06.001_bib30","first-page":"44","article-title":"Theoretical and experimental study of wave reflection coefficient for wave dissipating caisson with a permeable front wall","volume":"21","author":"Tanimoto","year":"1982","journal-title":"Rep. Port Harbour Res. Inst."},{"key":"10.1016\/j.coastaleng.2017.06.001_bib31","doi-asserted-by":"crossref","first-page":"539","DOI":"10.1080\/00221686.2011.574378","article-title":"Efficiency analysis to reflection of a new quay wall type","volume":"49","author":"Taveira-Pinto","year":"2011","journal-title":"J.\u00a0Hydraul. Res."},{"key":"10.1016\/j.coastaleng.2017.06.001_bib32","doi-asserted-by":"crossref","first-page":"1967","DOI":"10.1016\/j.oceaneng.2011.09.020","article-title":"A\u00a0new wave absorbing quay-wall for wave height reduction in a harbor basin","volume":"38","author":"Theocharis","year":"2011","journal-title":"Ocean. Eng."},{"key":"10.1016\/j.coastaleng.2017.06.001_bib33","doi-asserted-by":"crossref","first-page":"389","DOI":"10.1016\/0378-3839(91)90018-C","article-title":"On a highly effective wave absorber","volume":"15","author":"Twu","year":"1991","journal-title":"Coast. Eng."},{"key":"10.1016\/j.coastaleng.2017.06.001_bib34","doi-asserted-by":"crossref","first-page":"22","DOI":"10.1016\/j.coastaleng.2015.05.008","article-title":"2D numerical simulation of large-scale physical model tests of wave interaction with a rubble-mound breakwater","volume":"103","author":"Vanneste","year":"2015","journal-title":"Coast. Eng."},{"key":"10.1016\/j.coastaleng.2017.06.001_bib35","article-title":"Multi-element wave generation system with AC drives and dynamic wave absorption","volume":"4104","author":"Wallingford","year":"2007","journal-title":"Rep. CQR"},{"key":"10.1016\/j.coastaleng.2017.06.001_bib36","doi-asserted-by":"crossref","first-page":"1231","DOI":"10.1016\/S0029-8018(99)00045-1","article-title":"Simplified analytical solutions for wave interaction with absorbing-type caisson breakwaters","volume":"27","author":"Williams","year":"2000","journal-title":"Ocean. Eng."},{"key":"10.1016\/j.coastaleng.2017.06.001_bib37","doi-asserted-by":"crossref","first-page":"93","DOI":"10.1016\/S0378-3839(01)00008-4","article-title":"Investigations on the reflection behaviour of a slotted seawall","volume":"43","author":"Zhu","year":"2001","journal-title":"Coast. Eng."}],"container-title":["Coastal Engineering"],"original-title":[],"language":"en","link":[{"URL":"https:\/\/api.elsevier.com\/content\/article\/PII:S0378383917302909?httpAccept=text\/xml","content-type":"text\/xml","content-version":"vor","intended-application":"text-mining"},{"URL":"https:\/\/api.elsevier.com\/content\/article\/PII:S0378383917302909?httpAccept=text\/plain","content-type":"text\/plain","content-version":"vor","intended-application":"text-mining"}],"deposited":{"date-parts":[[2018,9,1]],"date-time":"2018-09-01T00:54:36Z","timestamp":1535763276000},"score":1,"resource":{"primary":{"URL":"https:\/\/linkinghub.elsevier.com\/retrieve\/pii\/S0378383917302909"}},"subtitle":[],"short-title":[],"issued":{"date-parts":[[2017,8]]},"references-count":37,"alternative-id":["S0378383917302909"],"URL":"https:\/\/doi.org\/10.1016\/j.coastaleng.2017.06.001","relation":{},"ISSN":["0378-3839"],"issn-type":[{"value":"0378-3839","type":"print"}],"subject":[],"published":{"date-parts":[[2017,8]]},"assertion":[{"value":"Elsevier","name":"publisher","label":"This article is maintained by"},{"value":"Experimental study of the hydraulic efficiency of a novel perforated-wall caisson concept, the LOWREB","name":"articletitle","label":"Article Title"},{"value":"Coastal Engineering","name":"journaltitle","label":"Journal Title"},{"value":"https:\/\/doi.org\/10.1016\/j.coastaleng.2017.06.001","name":"articlelink","label":"CrossRef DOI link to publisher maintained version"},{"value":"article","name":"content_type","label":"Content Type"},{"value":"\u00a9 2017 Elsevier B.V. All rights reserved.","name":"copyright","label":"Copyright"}]}}