<?xml version="1.0" encoding="utf-8"?>
<journal>
<title>Marine Engineering</title>
<title_fa>مهندسی دریا</title_fa>
<short_title>marineeng</short_title>
<subject>Engineering &amp; Technology</subject>
<web_url>http://marine-eng.ir</web_url>
<journal_hbi_system_id>1</journal_hbi_system_id>
<journal_hbi_system_user>admin</journal_hbi_system_user>
<journal_id_issn>1735-7608</journal_id_issn>
<journal_id_issn_online>2645-8136</journal_id_issn_online>
<journal_id_pii></journal_id_pii>
<journal_id_doi>10.61882/marineeng</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>fa</language>
<pubdate>
	<type>jalali</type>
	<year>1389</year>
	<month>6</month>
	<day>1</day>
</pubdate>
<pubdate>
	<type>gregorian</type>
	<year>2010</year>
	<month>9</month>
	<day>1</day>
</pubdate>
<volume>6</volume>
<number>11</number>
<publish_type>online</publish_type>
<publish_edition>1</publish_edition>
<article_type>fulltext</article_type>
<articleset>
	<article>


	<language>fa</language>
	<article_id_doi></article_id_doi>
	<title_fa>بررسی آزمایشگاهی ارتفاع بهینه تیغه بر روی میزان عبور امواج از موج‌شکن‌های شناور پانتونی تیغه ای </title_fa>
	<title>**EXPERIMENTAL INVESTIGATION OF OPTIMUM SKIRT HEIGHT ON WAVES TRANSMISSION FROM SKIRT PONTOON TYPE FLOATING BREAKWATERS</title>
	<subject_fa>هیدروديناميك سازه های ساحلی و فراساحلی </subject_fa>
	<subject>Offshore Hydrodynamic</subject>
	<content_type_fa>يادداشت فنی</content_type_fa>
	<content_type>Technical Note</content_type>
	<abstract_fa></abstract_fa>
	<abstract>&lt;p&gt;In the present paper optimum height of skirt of Skirt Pontoon Floating Breakwater are reported by physical model. 54 tests on 3 types (skirt heights : 8,16 and 24 cm) of skirt pontoon floating breakwater is conducted in the wave flume of Soil Conservative and Watershed Research Center. Hydrodynamical and geometrical parameters were analysised. In this research optimum height of skirt to water depth ratio is determined.&lt;/p&gt;
</abstract>
	<keyword_fa></keyword_fa>
	<keyword>floating breakwater, skirt pontoon breakwater, floating pontoon whit a membrane </keyword>
	<start_page>71</start_page>
	<end_page>78</end_page>
	<web_url>http://marine-eng.ir/browse.php?a_code=A-10-81-17&amp;slc_lang=fa&amp;sid=1</web_url>


<author_list>
	<author>
	<first_name>Hadi</first_name>
	<middle_name></middle_name>
	<last_name>Hosseinzadeh</last_name>
	<suffix></suffix>
	<first_name_fa>هادی</first_name_fa>
	<middle_name_fa></middle_name_fa>
	<last_name_fa>حسین زاده</last_name_fa>
	<suffix_fa></suffix_fa>
	<email>hady.hosseinzadeh@gmail.com</email>
	<code>10031947532846002133</code>
	<orcid>10031947532846002133</orcid>
	<coreauthor>Yes
</coreauthor>
	<affiliation>Civil Engineering Dept. of K.N.Toosi University of Technology</affiliation>
	<affiliation_fa></affiliation_fa>
	 </author>


	<author>
	<first_name>Fereydoun</first_name>
	<middle_name></middle_name>
	<last_name>Vafaee</last_name>
	<suffix></suffix>
	<first_name_fa>فریدون</first_name_fa>
	<middle_name_fa></middle_name_fa>
	<last_name_fa>وفایی</last_name_fa>
	<suffix_fa></suffix_fa>
	<email></email>
	<code>10031947532846002134</code>
	<orcid>10031947532846002134</orcid>
	<coreauthor>No</coreauthor>
	<affiliation>Civil Engineering Dept. of K.N.Toosi University of Technology</affiliation>
	<affiliation_fa></affiliation_fa>
	 </author>


	<author>
	<first_name>Peyman</first_name>
	<middle_name></middle_name>
	<last_name>Aghtuman</last_name>
	<suffix></suffix>
	<first_name_fa>پیمان</first_name_fa>
	<middle_name_fa></middle_name_fa>
	<last_name_fa>آق تومان</last_name_fa>
	<suffix_fa></suffix_fa>
	<email></email>
	<code>10031947532846002135</code>
	<orcid>10031947532846002135</orcid>
	<coreauthor>No</coreauthor>
	<affiliation>Soil conservative and watershed Research center</affiliation>
	<affiliation_fa></affiliation_fa>
	 </author>


</author_list>


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