Oxygenated experiments in the wave breaking zone

Daniil, EI; Moutzouris, CI

dc.contributor.author	Daniil, EI	en
dc.contributor.author	Moutzouris, CI	en
dc.date.accessioned	2014-03-01T02:48:12Z
dc.date.available	2014-03-01T02:48:12Z
dc.date.issued	1993	en
dc.identifier.uri	https://dspace.lib.ntua.gr/xmlui/handle/123456789/33623
dc.relation.uri	http://www.scopus.com/inward/record.url?eid=2-s2.0-0027847975&partnerID=40&md5=826342446f25dfee9db865953bbad2c5	en
dc.subject.other	Wave propagation	en
dc.subject.other	Dissolved oxygen	en
dc.subject.other	Non breaking waves	en
dc.subject.other	Uniform sloping beach	en
dc.subject.other	Wave frequency increase	en
dc.subject.other	Oxygen supply	en
dc.title	Oxygenated experiments in the wave breaking zone	en
heal.type	conferenceItem	en
heal.publicationDate	1993	en
heal.abstract	Experiments on oxygenation due to waves breaking on a uniformly sloping beach were carried out at the laboratory of Harbor Works, National Technical University of Athens. The influence of increasing wave frequency and wave height on the oxygen transfer coefficients is discussed. Results are compared to experimental data for non-breaking waves. It is concluded that oxygen transfer coefficients vary linearly with the maximum vertical wave velocity at the water surface. The presence of breaking waves leads to much higher transfer coefficients than in the case of non-breaking waves. As a consequence, it is recommended that the wave breaking zone and its related parameters be determined in order to improve the design of sewage outfall and to avoid adverse environmental effects.	en
heal.publisher	Publ by ASCE, New York, NY, United States	en
heal.journalName	Proceedings - National Conference on Hydraulic Engineering	en
dc.identifier.issue	pt 2	en
dc.identifier.spage	2008	en
dc.identifier.epage	2013	en