Please use this identifier to cite or link to this item: https://doi.org/10.1016/S0029-8018(02)00016-1
DC FieldValue
dc.titleWave run-up and overtopping on smooth and rough slopes of coastal structures
dc.contributor.authorShankar, N.J.
dc.contributor.authorJayaratne, M.P.R.
dc.date.accessioned2014-06-17T08:27:46Z
dc.date.available2014-06-17T08:27:46Z
dc.date.issued2002-09-10
dc.identifier.citationShankar, N.J., Jayaratne, M.P.R. (2002-09-10). Wave run-up and overtopping on smooth and rough slopes of coastal structures. Ocean Engineering 30 (2) : 221-238. ScholarBank@NUS Repository. https://doi.org/10.1016/S0029-8018(02)00016-1
dc.identifier.issn00298018
dc.identifier.urihttp://scholarbank.nus.edu.sg/handle/10635/66409
dc.description.abstractA series of hydraulic model tests has been carried out in a glass wave flume to investigate the influences of wave height, wave period, wave steepness, surf similarity parameter, roughness, layer thickness and porosity on wave run-up and overtopping of 1:2 sloped impermeable and permeable breakwaters fronted by a 1:10 gentle, smooth beach slope. The analysis of results involves the correlation between the overtopping energy transfer with the relative wall height and the relationship between wave run-up and overtopping rate. Further, measured wave run-up and overtopping rates are compared with the results given in the Shore Protection Manual (1984), Automated Coastal Engineering System (1992) and results of other investigators. © 2002 Elsevier Science Ltd. All rights reserved.
dc.description.urihttp://libproxy1.nus.edu.sg/login?url=http://dx.doi.org/10.1016/S0029-8018(02)00016-1
dc.sourceScopus
dc.subjectBreakwaters
dc.subjectLayer thickness
dc.subjectOvertopping rate
dc.subjectPorosity
dc.subjectRoughness
dc.subjectSurf similarity parameter
dc.subjectWave height
dc.subjectWave period
dc.subjectWave run-up
dc.subjectWave steepness
dc.typeArticle
dc.contributor.departmentCIVIL ENGINEERING
dc.description.doi10.1016/S0029-8018(02)00016-1
dc.description.sourcetitleOcean Engineering
dc.description.volume30
dc.description.issue2
dc.description.page221-238
dc.identifier.isiut000178824800005
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