Please use this identifier to cite or link to this item: https://idr.l2.nitk.ac.in/jspui/handle/123456789/10072
Full metadata record
DC FieldValueLanguage
dc.contributor.authorHegde, A.V.
dc.contributor.authorRajaraman
dc.date.accessioned2020-03-31T08:18:34Z-
dc.date.available2020-03-31T08:18:34Z-
dc.date.issued2002
dc.identifier.citationISH Journal of Hydraulic Engineering, 2002, Vol.8, 2, pp.50-59en_US
dc.identifier.urihttp://idr.nitk.ac.in/jspui/handle/123456789/10072-
dc.description.abstractThe Berm breakwater concept in its form is relatively new with regard to design of traditional rubble mound breakwaters. Unlike conventional breakwaters requiring heavy armouring, smaller armour stones could be utilized in berm breakwater, eliminating the use of heavy machinery in construction. There is also substantial energy dissipation due to the presence of the berm. A wider berm is provided at or around the mean water level which allows reshaping of the armour slope due to wave action until equilibrium profile is attained. The research work available to the authors till date, on the various aspects of the berm breakwaters has been presented in this paper. The literature presented includes state of the art on berm width, berm elevation, armour size criteria, crest elevation of the breakwater etc. 2002 Taylor & Francis Group, LLC.en_US
dc.titleBerm breakwaters state of the arten_US
dc.typeArticleen_US
Appears in Collections:1. Journal Articles

Files in This Item:
There are no files associated with this item.


Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.