Please use this identifier to cite or link to this item: https://hdl.handle.net/20.500.14279/22457
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dc.contributor.authorMamatsopoulos, Vasileios A.-
dc.contributor.authorMichailides, Constantine-
dc.contributor.authorTheotokoglou, Efstathios E.-
dc.contributor.authorOnoufriou, Toula-
dc.date.accessioned2021-03-17T09:42:32Z-
dc.date.available2021-03-17T09:42:32Z-
dc.date.issued2020-10-24-
dc.identifier.citationJournal of Marine Science and Engineering, 2020, vol. 8, no.11, articl. no. 838en_US
dc.identifier.issn20771312-
dc.identifier.urihttps://hdl.handle.net/20.500.14279/22457-
dc.description.abstractThe purpose of the present paper is to propose installation curves for submarine cable deployment process for different water depths and tension deployment, emphasizing on the importance of modelling the “out of water” cable segment and the friction force between cable and overboard chute of the installation vessel. A custom-made analysis tool has been further expanded and used for the calculation of the cable hydraulic critical responses. Moreover, the concept of the critical water depth is proposed analytically for first time to define the cases in which the “out of water” cable segment can be ignored without denoting the accuracy of the minimum bending radius calculation. In addition, correction factors are proposed in relation to water depth and bottom tension values in order to eliminate the error of the safety factor calculation. Numerical formulation of the friction has been incorporated in the custom-made analysis tool as a further development. The analysis of various cable deployment cases proves that the inclusion of the “out of water” segment in the analysis is critical in shallow water areas. In contradiction, the modelling of the friction force is critical in deep water areas. However, both parameters are potential causes of important analysis errors.en_US
dc.formatpdfen_US
dc.language.isoenen_US
dc.relation.ispartofJournal of Marine Science and Engineeringen_US
dc.rights© by the authors. This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution (CC BY) license. Attribution 4.0 Internationalen_US
dc.rights.urihttp://creativecommons.org/licenses/by/4.0/*
dc.subjectMarine cablesen_US
dc.subjectS-lay installationen_US
dc.subjectWater depth effectsen_US
dc.subjectCatenary theoryen_US
dc.subjectInstallation vesselen_US
dc.subjectCritical water depthen_US
dc.titleCritical Water Depth and Installation Curves for Submarine Cable Deployment Processen_US
dc.typeArticleen_US
dc.collaborationCyprus University of Technologyen_US
dc.collaborationC.D.C. Construction Companyen_US
dc.collaborationNational Technical University Of Athensen_US
dc.subject.categoryCivil Engineeringen_US
dc.journalsOpen Accessen_US
dc.countryCyprusen_US
dc.countryGreeceen_US
dc.subject.fieldEngineering and Technologyen_US
dc.publicationPeer Revieweden_US
dc.identifier.doi10.3390/jmse8110838en_US
dc.relation.issue11en_US
dc.relation.volume8en_US
cut.common.academicyear2020-2021en_US
item.grantfulltextopen-
item.openairecristypehttp://purl.org/coar/resource_type/c_6501-
item.fulltextWith Fulltext-
item.languageiso639-1en-
item.cerifentitytypePublications-
item.openairetypearticle-
crisitem.journal.journalissn2077-1312-
crisitem.journal.publisherMDPI-
crisitem.author.deptDepartment of Civil Engineering and Geomatics-
crisitem.author.deptDepartment of Civil Engineering and Geomatics-
crisitem.author.facultyFaculty of Engineering and Technology-
crisitem.author.facultyFaculty of Engineering and Technology-
crisitem.author.orcid0000-0002-2016-9079-
crisitem.author.orcid0000-0002-3361-1567-
crisitem.author.parentorgFaculty of Engineering and Technology-
crisitem.author.parentorgFaculty of Engineering and Technology-
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