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<ArticleSet>
<Article>
<Journal>
				<PublisherName>University of Tabriz</PublisherName>
				<JournalTitle>Water and Soil Science</JournalTitle>
				<Issn>2008-5133</Issn>
				<Volume>30</Volume>
				<Issue>1</Issue>
				<PubDate PubStatus="epublish">
					<Year>2020</Year>
					<Month>03</Month>
					<Day>20</Day>
				</PubDate>
			</Journal>
<ArticleTitle>The effects of flow division angle in rectangular channel branches</ArticleTitle>
<VernacularTitle>The effects of flow division angle in rectangular channel branches</VernacularTitle>
			<FirstPage>193</FirstPage>
			<LastPage>204</LastPage>
			<ELocationID EIdType="pii">12170</ELocationID>
			
			
			<Language>FA</Language>
<AuthorList>
<Author>
					<FirstName>Majeid</FirstName>
					<LastName>Heydari</LastName>
<Affiliation>water Department, BuAli sina university, hamadan, iran</Affiliation>

</Author>
<Author>
					<FirstName>Saeid</FirstName>
					<LastName>Shabanlou</LastName>
<Affiliation>Water Engineering Department, Kermanshah Branch, Islamic Azad University, Kermanshah</Affiliation>

</Author>
</AuthorList>
				<PublicationType>Journal Article</PublicationType>
			<History>
				<PubDate PubStatus="received">
					<Year>2018</Year>
					<Month>03</Month>
					<Day>11</Day>
				</PubDate>
			</History>
		<Abstract>Generally, intakes are used for transferring and diverting the flow within main channels and rivers. In current study, flow field was simulated using FLOW-3D software. In addition, to model the flow free surface variations were predicted using the Volume of Fluid (VOF) scheme. The flow field turbulent was estimated by standard k-ε and RNG k-ε turbulence models. For instance, the MAE value for standard k-ε and RNG k-ε turbulence models were respectively computed 0.166 and 0.201. The modeling results showed that the numerical model simulated the flow field with acceptable accuracy. For example, the RMSE, MAE and R values for flow free surface simulation were calculated 0.164, 0.158 and 0.997, respectively. Then, the effects four flow division angles (30, 45, 75 and 90 degree) on flow field pattern were considered. As regarding the modeling results, the highest depth-averaged velocity for model 45 degree was obtained. Among models with division angle 30, 45 and 75 degree, maximum shear stress for model 45 degree was predicted.</Abstract>
			<OtherAbstract Language="FA">Generally, intakes are used for transferring and diverting the flow within main channels and rivers. In current study, flow field was simulated using FLOW-3D software. In addition, to model the flow free surface variations were predicted using the Volume of Fluid (VOF) scheme. The flow field turbulent was estimated by standard k-ε and RNG k-ε turbulence models. For instance, the MAE value for standard k-ε and RNG k-ε turbulence models were respectively computed 0.166 and 0.201. The modeling results showed that the numerical model simulated the flow field with acceptable accuracy. For example, the RMSE, MAE and R values for flow free surface simulation were calculated 0.164, 0.158 and 0.997, respectively. Then, the effects four flow division angles (30, 45, 75 and 90 degree) on flow field pattern were considered. As regarding the modeling results, the highest depth-averaged velocity for model 45 degree was obtained. Among models with division angle 30, 45 and 75 degree, maximum shear stress for model 45 degree was predicted.</OtherAbstract>
		<ObjectList>
			<Object Type="keyword">
			<Param Name="value">Intake</Param>
			</Object>
			<Object Type="keyword">
			<Param Name="value">Rectangular Channel</Param>
			</Object>
			<Object Type="keyword">
			<Param Name="value">Division angle</Param>
			</Object>
			<Object Type="keyword">
			<Param Name="value">Flow pattern</Param>
			</Object>
			<Object Type="keyword">
			<Param Name="value">Numerical simulation</Param>
			</Object>
		</ObjectList>
<ArchiveCopySource DocType="pdf">https://water-soil.tabrizu.ac.ir/article_12170_b5272dbc6478203688bca0387527effc.pdf</ArchiveCopySource>
</Article>
</ArticleSet>
