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<!DOCTYPE ArticleSet PUBLIC "-//NLM//DTD PubMed 2.7//EN" "https://dtd.nlm.nih.gov/ncbi/pubmed/in/PubMed.dtd">
<ArticleSet>
<Article>
<Journal>
				<PublisherName>Sharif University of Technology</PublisherName>
				<JournalTitle>Scientia Iranica</JournalTitle>
				<Issn>1026-3098</Issn>
				<Volume>17</Volume>
				<Issue>4</Issue>
				<PubDate PubStatus="epublish">
					<Year>2010</Year>
					<Month>07</Month>
					<Day>01</Day>
				</PubDate>
			</Journal>
<ArticleTitle>Experimental and Numerical Investigations on Flooding System of Iranian South-Coast Dry Docks</ArticleTitle>
<VernacularTitle></VernacularTitle>
			<FirstPage></FirstPage>
			<LastPage></LastPage>
			<ELocationID EIdType="pii">3155</ELocationID>
			
			
			<Language>EN</Language>
<AuthorList>
<Author>
					<FirstName>A.</FirstName>
					<LastName>Najafi-Jilani</LastName>
<Affiliation>Department of Civil Engineering,Tarbiat Modares University</Affiliation>

</Author>
<Author>
					<FirstName>M.</FirstName>
					<LastName>Monshizadeh</LastName>
<Affiliation>Department of Civil Engineering,Tarbiat Modares University</Affiliation>

</Author>
<Author>
					<FirstName>A.</FirstName>
					<LastName>Naghavi</LastName>
<Affiliation>Department of Civil Engineering,Tarbiat Modares University</Affiliation>

</Author>
</AuthorList>
				<PublicationType>Journal Article</PublicationType>
			<History>
				<PubDate PubStatus="received">
					<Year>2010</Year>
					<Month>09</Month>
					<Day>19</Day>
				</PubDate>
			</History>
		    <Abstract>Experimental investigations were carried out on the 
ooding system of the Bandar-Abbas
dry dock, located on the southern coast of Iran. The main goal of the investigation was to evaluate
the 
ooding time, as well as the seawater 
ow specications, in the intake channels. The time variable
upstream and downstream boundary conditions were simulated. The eects of tidal 
uctuations on water
discharge through the intake channels were inspected. The 
ow pattern around the bed over
ow weirs
of the intake channel was also investigated. The air trapping at the top of the main intake channel
was recognized as an eective phenomenon on the 
ooding rate. A numerical model is simultaneously
developed to evaluate the 
ow pattern and the velocity and pressure domain in the watering channels.
Applicable guidance about selection of the element type and optimization of the convergence rate of the
numerical modeling was presented especially for 
ow simulation under unsteady boundary conditions and
complex geometry. Numerical results were compared with corresponding laboratory measured data and a
good agreement was obtained.</Abstract>
		<ObjectList>
			<Object Type="keyword">
			<Param Name="value">Graving dock</Param>
			</Object>
			<Object Type="keyword">
			<Param Name="value">Flooding system</Param>
			</Object>
			<Object Type="keyword">
			<Param Name="value">Tidal uctuations</Param>
			</Object>
			<Object Type="keyword">
			<Param Name="value">Numerical Modeling</Param>
			</Object>
			<Object Type="keyword">
			<Param Name="value">experimental investigations</Param>
			</Object>
		</ObjectList>
<ArchiveCopySource DocType="pdf">https://scientiairanica.sharif.edu/article_3155_b22b257ad0519d4500539da3c8bcf4dd.pdf</ArchiveCopySource>
</Article>
</ArticleSet>
