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<ArticleSet>
<Article>
<Journal>
				<PublisherName>انجمن هیدرولیک ایران</PublisherName>
				<JournalTitle>نشریه علمی هیدرولیک</JournalTitle>
				<Issn>2345-4237</Issn>
				<Volume>4</Volume>
				<Issue>2</Issue>
				<PubDate PubStatus="epublish">
					<Year>2009</Year>
					<Month>08</Month>
					<Day>23</Day>
				</PubDate>
			</Journal>
<ArticleTitle>Comparison of Deterministic and Stochastic Criteria for the Initiation of Sediment Motion in Tidal Basins</ArticleTitle>
<VernacularTitle>مقایسه معیارهای قطعی و غیرقطعی آغاز حرکت ذرات رسوب دانه ای در حوضچه های جزر و مدی</VernacularTitle>
			<FirstPage>45</FirstPage>
			<LastPage>57</LastPage>
			<ELocationID EIdType="pii">85522</ELocationID>
			
<ELocationID EIdType="doi">10.30482/jhyd.2009.85522</ELocationID>
			
			<Language>FA</Language>
<AuthorList>
<Author>
					<FirstName>حنیفه</FirstName>
					<LastName>ایمانیان</LastName>
<Affiliation></Affiliation>
<Identifier Source="ORCID">0000-0001-5022-1993</Identifier>

</Author>
<Author>
					<FirstName>مرتضی</FirstName>
					<LastName>کلاهدوزان</LastName>
<Affiliation>دانشگاه امیرکبیر-دانشکده عمران و محیط زیست</Affiliation>

</Author>
</AuthorList>
				<PublicationType>Journal Article</PublicationType>
			<History>
				<PubDate PubStatus="received">
					<Year>2009</Year>
					<Month>03</Month>
					<Day>23</Day>
				</PubDate>
			</History>
		<Abstract>Current study is refinement and application of a two-dimensional horizontal numerical model to&lt;br /&gt;predict geo-morphological changes in tidal basins. An ADI finite difference algorithm has been used&lt;br /&gt;for solving the governing equations, which consist of the conservation of mass and momentum for the&lt;br /&gt;hydrodynamics, the transport equation for suspended sediment fluxes and the sediment mass&lt;br /&gt;conservation equation for bed level changes. The model includes three criteria for the initiation of&lt;br /&gt;motion (i.e. Shields (1936), Kolahdoozan (1999) and Zanke (2003)). Since the flow is turbulent, its&lt;br /&gt;components have a random nature and sediment transport processes can be expressed by stochastic&lt;br /&gt;approaches. In this study both deterministic and stochastic methods were included in bed load&lt;br /&gt;computations. Verification of model results have been carried out by an experimental study cited in&lt;br /&gt;the literature. Comparisons of results for different criteria for the initiation of motion shows that the&lt;br /&gt;unsteadiness parameters of current have a major effect on the bed level changes in comparison with&lt;br /&gt;turbulence structure of the flow.</Abstract>
			<OtherAbstract Language="FA"></OtherAbstract>
<ArchiveCopySource DocType="pdf">https://jhyd.iha.ir/article_85522_5f00d4ad44b1e476da6d9a13aaf73f20.pdf</ArchiveCopySource>
</Article>
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