Show simple item record

dc.contributor.authorde la Torre, O
dc.contributor.authorHann, Martyn
dc.contributor.authorMiles, Jonathon
dc.contributor.authorStripling, S
dc.contributor.authorGreaves, Deborah
dc.date.accessioned2023-01-24T22:14:20Z
dc.date.available2023-01-24T22:14:20Z
dc.date.issued2022-01
dc.identifier.issn0733-950X
dc.identifier.issn1943-5460
dc.identifier.otherARTN 04021039
dc.identifier.urihttp://hdl.handle.net/10026.1/20203
dc.description.abstract

This paper studies the effect of the wave front-current angle on the scour around a circular pile. An experimental study was carried out in the Coastal, Ocean and Sediment Transport (COAST) laboratory at the University of Plymouth (UK) using a single monopile of 0.125 m in diameter and an 8 m long by 1.5 m wide by 0.2 m high sand pit. The results obtained during the test campaign show the influence of the angle between waves and currents on both the maximum scour depth and the time scale of the process. Wave fronts partially aligned with current (65°) produce deeper scour holes than perpendicular forcing conditions (90°). Wave fronts partially against the current (115°) produce less scour than any of the two previous scenarios. The addition of waves reduced the maximum scour depth, compared with the current-only case. The development of the scour hole was found to be more rapid when waves are added to the current, with 50% of the final scour achieved in half the time. The results show that wave direction relative to the current is an important component in scour prediction.

dc.format.extent04021039-
dc.languageen
dc.language.isoen
dc.publisherAmerican Society of Civil Engineers (ASCE)
dc.subjectScour
dc.subjectMonopile
dc.subjectSediment transport
dc.subjectWave-current interaction
dc.titleEffect of the Current-Wave Angle on the Local Scour Around Circular Piles
dc.typejournal-article
dc.typeJournal Article
plymouth.author-urlhttps://www.webofscience.com/api/gateway?GWVersion=2&SrcApp=PARTNER_APP&SrcAuth=LinksAMR&KeyUT=WOS:000719532700011&DestLinkType=FullRecord&DestApp=ALL_WOS&UsrCustomerID=11bb513d99f797142bcfeffcc58ea008
plymouth.issue1
plymouth.volume148
plymouth.publication-statusPublished
plymouth.journalJournal of Waterway, Port, Coastal, and Ocean Engineering
dc.identifier.doi10.1061/(asce)ww.1943-5460.0000692
plymouth.organisational-group/Plymouth
plymouth.organisational-group/Plymouth/Faculty of Science and Engineering
plymouth.organisational-group/Plymouth/Faculty of Science and Engineering/School of Engineering, Computing and Mathematics
plymouth.organisational-group/Plymouth/PRIMaRE Publications
plymouth.organisational-group/Plymouth/REF 2021 Researchers by UoA
plymouth.organisational-group/Plymouth/REF 2021 Researchers by UoA/UoA12 Engineering
plymouth.organisational-group/Plymouth/Research Groups
plymouth.organisational-group/Plymouth/Research Groups/COAST Engineering Research Group
plymouth.organisational-group/Plymouth/Research Groups/Marine Institute
plymouth.organisational-group/Plymouth/Users by role
plymouth.organisational-group/Plymouth/Users by role/Academics
plymouth.organisational-group/Plymouth/Users by role/Researchers in ResearchFish submission
dcterms.dateAccepted2023-01-27
dc.rights.embargodate9999-12-31
dc.identifier.eissn1943-5460
dc.rights.embargoperiodNot known
rioxxterms.funderEngineering and Physical Sciences Research Council
rioxxterms.identifier.projectCCP-WSI+ Collaborative Computational Project on Wave Structure Interaction +
rioxxterms.versionofrecord10.1061/(asce)ww.1943-5460.0000692
rioxxterms.licenseref.urihttp://www.rioxx.net/licenses/all-rights-reserved
rioxxterms.typeJournal Article/Review
plymouth.funderCCP-WSI+ Collaborative Computational Project on Wave Structure Interaction +::Engineering and Physical Sciences Research Council


Files in this item

Thumbnail
Thumbnail

This item appears in the following Collection(s)

Show simple item record


All items in PEARL are protected by copyright law.
Author manuscripts deposited to comply with open access mandates are made available in accordance with publisher policies. Please cite only the published version using the details provided on the item record or document. In the absence of an open licence (e.g. Creative Commons), permissions for further reuse of content should be sought from the publisher or author.
Theme by 
Atmire NV