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<ArticleSet>
<Article>
<Journal>
				<PublisherName>Isfahan University of Technology</PublisherName>
				<JournalTitle>Journal of Computational Methods in Engineering</JournalTitle>
				<Issn>2228-7698</Issn>
				<Volume>23</Volume>
				<Issue>1</Issue>
				<PubDate PubStatus="epublish">
					<Year>2022</Year>
					<Month>12</Month>
					<Day>31</Day>
				</PubDate>
			</Journal>
<ArticleTitle>Development of Semi-Tow-Dimensional SDAR Model for Bed Variation Simulation in Alluvial Rivers</ArticleTitle>
<VernacularTitle>Development of Semi-Tow-Dimensional SDAR Model for Bed Variation Simulation in Alluvial Rivers</VernacularTitle>
			<FirstPage>123</FirstPage>
			<LastPage>145</LastPage>
			<ELocationID EIdType="pii">2861</ELocationID>
			
			
			<Language>FA</Language>
<AuthorList>
<Author>
					<FirstName></FirstName>
					<LastName>A. Ardeshir</LastName>
<Affiliation></Affiliation>

</Author>
<Author>
					<FirstName></FirstName>
					<LastName>F. Bahadori And A. Tahershamsi</LastName>
<Affiliation></Affiliation>

</Author>
</AuthorList>
				<PublicationType>Journal Article</PublicationType>
			<History>
				<PubDate PubStatus="received">
					<Year>2022</Year>
					<Month>12</Month>
					<Day>31</Day>
				</PubDate>
			</History>
		<Abstract>In this paper, development of a semi-two- dimensional mathematical model called SDAR is introduced. The model is composed of two principal modules of hydraulics and sediment transport. The newly developed SDAR model has a number of capabilities including determination of sediment transport rate, aggradation - degradation
calculation, longitudinal profile and lateral cross–sectional variation simulation, and tracing armor layer development phenomena. SDAR is a semi- two dimensional ( S-2D) model, in the sense that the lateral variation of velocity, shear stress, and rate of sediment transport are achieved by subdividing the channel course into several stream tubes carrying equal discharges. Sediment routing  and bed variation calculations are accomplished along each stream tube designated by virtual interfaces.</Abstract>
			<OtherAbstract Language="FA">In this paper, development of a semi-two- dimensional mathematical model called SDAR is introduced. The model is composed of two principal modules of hydraulics and sediment transport. The newly developed SDAR model has a number of capabilities including determination of sediment transport rate, aggradation - degradation
calculation, longitudinal profile and lateral cross–sectional variation simulation, and tracing armor layer development phenomena. SDAR is a semi- two dimensional ( S-2D) model, in the sense that the lateral variation of velocity, shear stress, and rate of sediment transport are achieved by subdividing the channel course into several stream tubes carrying equal discharges. Sediment routing  and bed variation calculations are accomplished along each stream tube designated by virtual interfaces.</OtherAbstract>
		<ObjectList>
			<Object Type="keyword">
			<Param Name="value">Alluvial Bed</Param>
			</Object>
			<Object Type="keyword">
			<Param Name="value">Bed Variation</Param>
			</Object>
			<Object Type="keyword">
			<Param Name="value">Surface Profile</Param>
			</Object>
			<Object Type="keyword">
			<Param Name="value">Sediment movement</Param>
			</Object>
			<Object Type="keyword">
			<Param Name="value">Semi-2D Simulation</Param>
			</Object>
			<Object Type="keyword">
			<Param Name="value">River bed Simulation</Param>
			</Object>
		</ObjectList>
<ArchiveCopySource DocType="pdf">https://jcme.iut.ac.ir/article_2861_bd1354624fbae3b2149878941c60df99.pdf</ArchiveCopySource>
</Article>
</ArticleSet>
