Please use this identifier to cite or link to this item: http://hdl.handle.net/1822/58934

TitlePhysical model studies on the stability of emerged seaside perforated semicircular breakwaters
Author(s)Arkal, V. H.
Mohan, S.
Pinho, José L. S.
Sharhabeel, P. S.
KeywordsANFIS
ANN
Below the data range
Semicircular breakwater
Wave reflection
Incident wave steepness
Dimensionless stability parameter
Dimensionless depth parameter
Buckingham pi theorem
Sliding stability
Issue dateMar-2018
PublisherNational Institute of Science Communication and Information Resources (NISCAIR)
JournalIndian Journal of Geo-Marine Sciences
CitationArkal V. H., Mohan S., Pinho J. L. S., Sharhabeel P. S. Physical model studies on the stability of emerged seaside perforated semicircular breakwaters, Indian Journal of Geo-Marine Sciences, Vol. 47, Issue 3, pp. 681-685, 0379-5136, 2018
Abstract(s)Present study discusses experiments conducted in a two dimensional monochromatic wave flume to determine the critical (minimum) weight required to resist the sliding of an emerged seaside perforated semicircular breakwater model. It is observed from a detailed review that there is hardly any literature, stressing the critical weight determination for the sliding stability of this breakwater type. Hence, the present research was taken up to study the variations in the critical weight required for sliding stability with different wave and structural specific parameters. The variations were recorded graphically using non-dimensional parameters obtained from a dimensional analysis using Buckingham?s ? theorem.
TypeArticle
URIhttp://hdl.handle.net/1822/58934
ISSN0379-5136
Publisher versionhttp://nopr.niscair.res.in/handle/123456789/44113
Peer-Reviewedyes
AccessRestricted access (UMinho)
Appears in Collections:C-TAC - Artigos em Revistas Internacionais

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