Wave Runup in a Sand Bed Physical Model

dc.contributor.author	Jose M.
dc.contributor.author	de la Peña
dc.contributor.author	Jose F.
dc.contributor.author	Sánchez-González
dc.contributor.author	Roberto
dc.contributor.author	Díaz-Sánchez
dc.date.accessioned	2017-05-08T22:04:33Z
dc.date.available	2017-05-08T22:04:33Z
dc.date.copyright	July 2014
dc.date.issued	2014
dc.identifier.other	(ASCE)MT.1943-5533.0000914.pdf
dc.identifier.uri	http://yetl.yabesh.ir/yetl/handle/yetl/70530
dc.description.abstract	The extreme phenomena induced by climate change have generated new interest in analyses of wave runup on beaches. Extreme runup quantification is essential for coastal management and protection against coastal flooding. Several formulations deduced from empirical studies are available for runup estimation, although scattering is high when applied to practical cases. This paper presents the results of a physical model experiment carried out in the Laboratory for Maritime Experimentation at CEDEX on three sand bed beaches with uniform slopes of
dc.publisher	American Society of Civil Engineers
dc.title	Wave Runup in a Sand Bed Physical Model
dc.type	Journal Paper
dc.journal.volume	140
dc.journal.issue	4
dc.journal.title	Journal of Waterway, Port, Coastal, and Ocean Engineering
dc.identifier.doi	10.1061/(ASCE)WW.1943-5460.0000246
dc.tree	Journal of Waterway, Port, Coastal, and Ocean Engineering:;2014:;Volume ( 140 ):;issue: 004
dc.contenttype	Fulltext