How significant is the wave run-up reduction due to under layer permeability in the design of rubble-mound breakwaters

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dc.contributor.authorSampath, D.M.R.
dc.contributor.authorWijetunge, J.J.
dc.date.accessioned2020-12-27T07:38:07Z
dc.date.available2020-12-27T07:38:07Z
dc.date.issued2006
dc.identifier.citationEngineer, 39(1):p.13-18
dc.identifier.urihttps://dl-iesl.nsf.gov.lk/handle/1/2691
dc.publisherInstitution of Engineers of Sri Lanka:Colombo
dc.subjectEngineering and Technology
dc.subjectCoastal Structures
dc.subjectBreakwater design
dc.subjectRubble-mound breakwaters
dc.subjectWave run-up reduction
dc.subjectNational permeability factor
dc.subjectSurf similarity parameter
dc.subjectCoastal engineering
dc.titleHow significant is the wave run-up reduction due to under layer permeability in the design of rubble-mound breakwaters
dc.typeArticle

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