dc.contributor.author	Henson, S.
dc.date.accessioned	2019-05-22T09:14:11Z
dc.date.available	2019-05-22T09:14:11Z
dc.date.issued	2018
dc.identifier.citation	Henson, S. (2018) 'The reduction of wave overtopping by means of rubble mound revetment (at the Dawlish coastline)', The Plymouth Student Scientist, 11(2), p. 167-191.	en_US
dc.identifier.issn	1754-2383
dc.identifier.uri	http://hdl.handle.net/10026.1/14187
dc.description.abstract	To evaluate the performance of an additional rubble mound breakwater to the Dawlish Coastline sea wall defence, a number of 2-dimensional physical model tests were undertaken at the Plymouth University Coast Laboratory. The subsequent results of the tests are presented and analysed in this paper. The research found that the most significant influencing factors on overtopping were the significant wave height and the crest freeboard.	en_US
dc.language.iso	en	en_US
dc.publisher	University of Plymouth
dc.rights	Attribution 3.0 United States	*
dc.rights.uri	http://creativecommons.org/licenses/by/3.0/us/	*
dc.subject	wave over topping	en_US
dc.subject	rubble mound revetment	en_US
dc.subject	Dawlish coastline	en_US
dc.subject	2-dimensional physical model	en_US
dc.subject	wave height	en_US
dc.title	The reduction of wave overtopping by means of rubble mound revetment (at the Dawlish coastline)	en_US
dc.type	Article
plymouth.issue	2
plymouth.volume	11
plymouth.journal	The Plymouth Student Scientist

The reduction of wave overtopping by means of rubble mound revetment (at the Dawlish coastline)