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Please use this identifier to cite or link to this item: https://scholarbank.nus.edu.sg/handle/10635/66410
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dc.titleWAVE RUNUP ON COMPOSITE SLOPES.
dc.contributor.authorKhader, M.H.Abdul
dc.contributor.authorRai, S.P.
dc.date.accessioned2014-06-17T08:27:46Z
dc.date.available2014-06-17T08:27:46Z
dc.date.issued1986-05
dc.identifier.citationKhader, M.H.Abdul,Rai, S.P. (1986-05). WAVE RUNUP ON COMPOSITE SLOPES.. Dock and Harbour Authority 67 (779) : 11-14. ScholarBank@NUS Repository.
dc.identifier.issn00124419
dc.identifier.urihttp://scholarbank.nus.edu.sg/handle/10635/66410
dc.description.abstractAn investigation of the wave runup phenomenon which was performed on smooth impermeable composite slopes in order to study the interaction between the wave characteristics and structural parameters is described in this article. The results are correlated with the experimental and semi-theoretical works of other investigations. Saville's method to estimate the runup on composite slopes is verified and the limitations are identified. An empirical runup equation relating relative runup and wave steepness is proposed for each particular depth, slope and begin width.
dc.sourceScopus
dc.typeArticle
dc.contributor.departmentCIVIL ENGINEERING
dc.description.sourcetitleDock and Harbour Authority
dc.description.volume67
dc.description.issue779
dc.description.page11-14
dc.description.codenDHBAA
dc.identifier.isiutNOT_IN_WOS
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