<?xml version="1.0" encoding="utf-8"?>
<journal>
<title>International Journal of Civil Engineering</title>
<title_fa>مجله بین المللی مهندسی عمران</title_fa>
<short_title>IJCE</short_title>
<subject>Engineering &amp; Technology</subject>
<web_url>http://ijce.iust.ac.ir</web_url>
<journal_hbi_system_id>18</journal_hbi_system_id>
<journal_hbi_system_user>agent2</journal_hbi_system_user>
<journal_id_issn>1735-0522</journal_id_issn>
<journal_id_issn_online>2283-3874</journal_id_issn_online>
<journal_id_pii></journal_id_pii>
<journal_id_doi></journal_id_doi>
<journal_id_iranmedex></journal_id_iranmedex>
<journal_id_magiran></journal_id_magiran>
<journal_id_sid></journal_id_sid>
<journal_id_nlai></journal_id_nlai>
<journal_id_science></journal_id_science>
<language>en</language>
<pubdate>
	<type>jalali</type>
	<year>1392</year>
	<month>9</month>
	<day>1</day>
</pubdate>
<pubdate>
	<type>gregorian</type>
	<year>2013</year>
	<month>12</month>
	<day>1</day>
</pubdate>
<volume>11</volume>
<number>4</number>
<publish_type>online</publish_type>
<publish_edition>1</publish_edition>
<article_type>fulltext</article_type>
<articleset>
	<article>


	<language>en</language>
	<article_id_doi></article_id_doi>
	<title_fa></title_fa>
	<title>Investigation of the surf zone hydrodynamics in the vicinity of reflective structures by taking the nonlinearity of waves and wave-current interactions into account</title>
	<subject_fa>Water-Coastal</subject_fa>
	<subject>Water-Coastal</subject>
	<content_type_fa>Research Paper</content_type_fa>
	<content_type>Research Paper</content_type>
	<abstract_fa></abstract_fa>
	<abstract>In this paper, a  new approach is presented  for estimating the vertical  and horizontal distribution of  undertow in the  surf 
zone for reflective beaches. The present model is a modification of the original model presented by Okayasu et al., (1990) for 
natural,  non-reflective  beaches  to  include  the  effect  of  partially  reflected  waves.  The  nonlinearity  of  waves,  wave-current 
interaction and nonlinear mass drift of the incident wave are also included in the present model. The results of experimental 
investigation  and  model  development  show  that  existence  of  reflective  conditions  on  beaches  results  in  a  reduction  in  the 
magnitude of undertow and modifies its distribution across the beach profile. Comparison of the results by those obtained from 
the experiments clearly indicates that by taking the nonlinearity and wave-current interaction, the predictions of undertow in 
the surf zone are much improved. In particular, due to the effect of turbulence induced by wave breaking for nonlinear waves, 
the predicted results show more consistence with the measurements.</abstract>
	<keyword_fa></keyword_fa>
	<keyword>Nonlinear wave, Reflective structure, Surf zone, Undertow, Wave-current interaction</keyword>
	<start_page>261</start_page>
	<end_page>271</end_page>
	<web_url>http://ijce.iust.ac.ir/browse.php?a_code=A-10-995-1&amp;slc_lang=en&amp;sid=1</web_url>


<author_list>
	<author>
	<first_name>N.</first_name>
	<middle_name></middle_name>
	<last_name>Abedimahzoon</last_name>
	<suffix></suffix>
	<first_name_fa></first_name_fa>
	<middle_name_fa></middle_name_fa>
	<last_name_fa></last_name_fa>
	<suffix_fa></suffix_fa>
	<email>abedi.gu@gmail.com</email>
	<code>180031947532846005755</code>
	<orcid>180031947532846005755</orcid>
	<coreauthor>No</coreauthor>
	<affiliation>Guilan University</affiliation>
	<affiliation_fa></affiliation_fa>
	 </author>


	<author>
	<first_name>A.</first_name>
	<middle_name></middle_name>
	<last_name>Lashteh Neshaei</last_name>
	<suffix></suffix>
	<first_name_fa></first_name_fa>
	<middle_name_fa></middle_name_fa>
	<last_name_fa></last_name_fa>
	<suffix_fa></suffix_fa>
	<email>maln@guilan.ac.ir</email>
	<code>180031947532846005756</code>
	<orcid>180031947532846005756</orcid>
	<coreauthor>Yes
</coreauthor>
	<affiliation>Guilan University</affiliation>
	<affiliation_fa></affiliation_fa>
	 </author>


</author_list>


	</article>
</articleset>
</journal>
