Please use this identifier to cite or link to this item: https://scholarbank.nus.edu.sg/handle/10635/42418
DC FieldValue
dc.titleShoreline changes behind detached breakwater
dc.contributor.authorMing, D.
dc.contributor.authorChiew, Y.-M.
dc.date.accessioned2013-07-11T10:08:45Z
dc.date.available2013-07-11T10:08:45Z
dc.date.issued2000
dc.identifier.citationMing, D.,Chiew, Y.-M. (2000). Shoreline changes behind detached breakwater. Journal of Waterway, Port, Coastal and Ocean Engineering 126 (2) : 63-70. ScholarBank@NUS Repository.
dc.identifier.issn0733950X
dc.identifier.urihttp://scholarbank.nus.edu.sg/handle/10635/42418
dc.description.abstractA series of experiments were conducted to study shoreline changes caused by the presence of a detached breakwater under the influence of pure wave action. The breakwater length, B, and its distance from the initial shoreline, X, were the two main parameters investigated. The study analyzes the effect of these two factors on shoreline changes. The experimental data show that (1) the size of a salient, X s, increases with B, but decreases with X; and (2) the deposition area of the salient, A, increases with both B and X for X ≤ B. However, further increase in X (X > B) will lead to a reduction in A. Based on the experimental results, the study proposes a criterion to demarcate the formation of a tombolo from that of a salient. The data also show that the width of the tombolo is directly proportional to B and inversely proportional to X. Finally, a new relationship for estimating the sand deposition area is obtained, and published data from the literature are used to verify the new relationship. © ASCE.
dc.sourceScopus
dc.typeArticle
dc.contributor.departmentINFORMATION SYSTEMS
dc.description.sourcetitleJournal of Waterway, Port, Coastal and Ocean Engineering
dc.description.volume126
dc.description.issue2
dc.description.page63-70
dc.identifier.isiutNOT_IN_WOS
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