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dc.contributor.authorvan der A, Dominic A.
dc.contributor.authorRibberink, Jan S.
dc.contributor.authorvan der Werf, Jebbe J.
dc.contributor.authorO'Donoghue, Thomas
dc.contributor.authorBuijsrogge, René H.
dc.contributor.authorKranenburg, Wouter M.
dc.date.accessioned2013-07-11T13:17:00Z
dc.date.available2013-07-11T13:17:00Z
dc.date.issued2013-06
dc.identifier.citationvan der A , D A , Ribberink , J S , van der Werf , J J , O'Donoghue , T , Buijsrogge , R H & Kranenburg , W M 2013 , ' Practical sand transport formula for non-breaking waves and currents ' , Coastal Engineering , vol. 76 , no. - , pp. 26-42 . https://doi.org/10.1016/j.coastaleng.2013.01.007en
dc.identifier.issn0378-3839
dc.identifier.otherPURE: 21787290
dc.identifier.otherPURE UUID: 92c8efad-c4bb-4d41-97cb-7851f78afa6a
dc.identifier.otherRIS: urn:80D5903E1E69923E917B34BFE0E9FF8B
dc.identifier.otherScopus: 84874513711
dc.identifier.urihttp://hdl.handle.net/2164/2870
dc.identifier.urihttp://www.sciencedirect.com/science/article/pii/S0378383913000203en
dc.descriptionOpen Access funded by Engineering and Physical Sciences Research Council Under a Creative Commons license Acknowledgements This work is part of the SANTOSS project (‘SANd Transport in OScillatory flows in the Sheet-flow regime’) funded by the UK's EPSRC (GR/T28089/01) and STW in The Netherlands (TCB.6586). JW acknowledges Deltares strategic research funding under project number 1202359.09. Richard Soulsby is gratefully acknowledged for valuable discussions and feedback on the formula during the SANTOSS project.en
dc.format.extent17
dc.language.isoeng
dc.relation.ispartofCoastal Engineeringen
dc.rightsNOTICE: this is the author’s version of a work that was accepted for publication in Coastal Engineering. Changes resulting from the publishing process, such as peer review, editing, corrections, structural formatting, and other quality control mechanisms may not be reflected in this document. Changes may have been made to this work since it was submitted for publication. A definitive version was subsequently published in COASTAL ENGINEERING, [VOL 76, (2013)] DOI: 10.1016/j.coastaleng.2013.01.007en
dc.rightsNOTICE: this is the author’s version of an addendum to work that was accepted for publication in Coastal Engineering. Changes resulting from the publishing process, such as peer review, editing, corrections, structural formatting, and other quality control mechanisms may not be reflected in this document. Changes may have been made to this work since it was submitted for publication. A definitive version was subsequently published in COASTAL ENGINEERING, [VOL 76, (2013)] DOI 10.1016/j.coastaleng.2013.01.007en
dc.subjectsediment transport formulaen
dc.subjectsheet flowen
dc.subjectripplesen
dc.subjectbed shear stressen
dc.subjectphase lag effectsen
dc.subjectadvection effectsen
dc.subjectTA Engineering (General). Civil engineering (General)en
dc.subject.lccTAen
dc.titlePractical sand transport formula for non-breaking waves and currentsen
dc.typeJournal articleen
dc.contributor.institutionUniversity of Aberdeen.Engineeringen
dc.contributor.institutionUniversity of Aberdeen.Energyen
dc.description.statusPeer revieweden
dc.description.versionPostprinten
dc.identifier.doihttps://doi.org/10.1016/j.coastaleng.2013.01.007
dc.identifier.urlhttp://www.sciencedirect.com/science/article/pii/S0378383913000203en


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